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HomeMy WebLinkAbout1 LEGOLAND DR; INSPECTIONS I; CB972027; PermitTHESE SPECIAL INSPECTIONS ' MAY INCLUDE BUT ARE NOT LIM.ITED TO: C 89 J_JJ)J:L- CB971460 CB971465 CB·980025 CB981029 ETC ..... 00.~ ~£ ?;_D pµ/-W(PE . { In) ~l~ctro-_ t~"t ME01uMvoLrAGEAIRsw1rctt CLEC :~ \...:) ~ ,._-® ....,-.1 ' TEST REPORT C--1.. ,. ~· ETI JOB NI.JMBER: ~'2-~174 LOCATION: U:!"E,o ~ O CJ'tt.lr'O/l.l\J IA SWITCHGEAR DESIGNATION: FEEDER IDENTIFICATION: SU$sti'\illl1\) '-! \ "4l ~ ~""r;i.sT, ~$ r CALIBRATION DATE: "2-~-, CHECKPOINT •coN-NOTES CHECKPOINT •cON-NOTES DITION DITION PHYSICAL DAMAGE A CONTACT ALIGNMENT t',. CLEANLIN!=SS A CONTACT WIPE c.)/4 MECHANICAL OPERATOR A CONTACT PRl:SSUl;E' 1v 'A MAIN CONTACTS AJ/A PHASE BARRIERS '°r--" ARC CONTACTS AJ/A HARDWARE TIGHTNESS tf) '4 ARC CHUTES ..v/.,4 FUSS HOLDEF!S ,u/A ARC INTERRUPTER SEQUENCE ~/A INTl;RLOCKS -A. CONTACT RESISTANCE IN MILLIOHMS INSULATION RESISTANCE SWITCH CLOSED SWITCH OPEN S.Gnd C·A. A B C " 1 -t:'2>.3 o,4og CI -C3 o, 46e; A-t -k?. 0 ·41_3 <!1 -C""l.., .--6, 41.3 ·c0No1r10N: R-NBeds F!ep;iir, Reploi;t;?miant or Adjustment C-Correci;ed NA-Not Acceptable f,,~ > I ,. :~ I I ,1 .I CLIENT: LOCATION: /Jlh,../0 PHYSICAL. DAMAGE CLEAIIII.INESS MECHANICAL OPERATOR MAIN CONTACTS ARC CONTACTS ARC CHUTES ARCINTERRUPTERSEOUENCE CONTACT RESISTANCE lflf MILLIOHMS INSULA110N AEStSTANCE A-Gnd a.Gnd @ ~ lf-' Volts '2_6/l "Z-oA NOTES: Cov-/.. I w '-" ~ J MEC)JUM VOLTAGE AIR SWITCH TEST REPORT ENGINEER:,t" £ DATE: c., 0 /;::,-7--.,. Q TEST EQUIP, ASSEi # CALIBRATION DATE: CHECKPOINT CONTACT ALIGNMENT CONTACT WIPE CONTACT PRSSSURE PHASE BARijlERS HARDWARE TIGHTNESS FUSE HOLDERS INTERLOCKS SWITCH CLOSED SWITCH OPEN C-Gnd A-B ~-c C-A A 8 C '"1.-~h Z...)./.c Zo Zc"'t,. 2-d.4:::... 2,.6,(_ cZ C -:,( 0 e.. ¢ Z,."L _oz o/ .. 0 3 . 6Z . 01. -Q t..:r .o 1-)' ~'2. L "CONDITION: A .. Accept.able A-Need. Repair, Repl1;1cement or Adiustfl'ler'J, C-CorT11Cted NA-Not Aceeptable MVASTR/90 'Z/-,.,. d <lll9S() l:tl .!.. V LOCATION: LeQ::> l..lrl\JD ENGtNEER; KVA CI.A$S PliA-$i TE:MP. RISE: tooo 6A 't='r".l\ ~ <:;;,.s ,, c. TRANSFORMER TURNS RATIO TEST REPORT (7·POSITION) 51,;RIAI.. 1'10. q,~'1-~"a -F=-f '7.. AT G°,S INSl,IL.A'ftON TYPE (L.1 Ccit.Jt::: VOLTAGE DORY D MINE'=:RAL 011_ OAsKARe:L H.v. 1'2.ooa ..I L.v. 4-~ /"'2,.,-, V 1-2.. '2.-'; 2,-4, 4-.S €:- TAP POSITI.ON ·S-G, TAPS PRIMAr!Y AVAILABLE VOLTAGE [2<,;oo 1"2-366 f2.t:i60 117tia I< <f<Jo AS FOUND TAP AS l.E;F'T TAP VOLTAGE MEASUREMENTS INITIAL $E:'.CONOARY (TAI= FINAi.. SECONDA!'i!Y (TAP PRIMARY VOL TAG!;; A-8 A-N ---A-B .--.. A-N ....-.. A-B B-C -B-N --B~C -s.N -B-C A-C A-C -C-N ---A-C TURNS RATIO DETERMINATION PRIMARY M-1 -H 2. (i-2---H3 tt ~-H 1 NAMe'.PI..A'iE SECONOA~Y Xo-X2 )<D -x; xo-x, CALCUI..ATED JUMPER RATIO r¾J TAP A ?. r '.l-61 °'.:? I 2.d 1 ".2.,~, 2t 1qg 8, 2 , °'l 'IJ ').. '2, 2\['.3 2. r --:i,..{"9, z.( :2.S'".2.. C 2.1 30g 21 30 a-<-I Ol1~ 2, 3-d € b 2,371 ~, ..'.311 2.., :!>?' Zr 3,7 e-2., q.. ,g :L, 43 I 2,431 2 , 4'24 LOW TO t11GH Al'I0 GRQl,JNQ Dk ~11<J . 2.k Me'.GOHMS REMARKS: TTl'lTR(7)/90 2.2/E. d ?t.~1= OF_ 0~3Ia Nl:!S Il3 Wl:!SE : 60 86·, 02 DO ~, . . , E'. i f.l J1. if r~1 I f' . . ., $ fl B i I I It. j ,. M ~:1~ ii, tJ fi il I ff ~ t ·.', CLIENT: LOCATION: s KVA .ENGINEER: PHAS~ J. TRANSFORMER TURNS RATIO TEST REPORT {7·POSITION) '7., AT INSULATION TYPE VOL't'.AGE J. DORY ~ MINERAi.. OIL OA$KAREL. H.V. / 2..boo _L.v. 2.o <!J/(1,,,. ei TAP P0SITl0N TAPS PRIMARY AVAILABLE VOLTAGE AS FOUNO TAP INITIAL $1:'.C0NDARY (TAP PRIMARY SECONDARY J!.JMl=~R TAP REMARKS; TTRTR(?J/90 L2/S. d ~,wo eT1 / .. OOCJ rk_ Ml;GOHMS (WINOl'NG C0NFIGl,J~ATI0N ON E3ACK} 8 C D cf /~00 It.>~~ h.c,,:ol;I II?,<> /1'/o AS LG:F'T TAP c,. C. VOLTAGE MEASUREMENTS. FINAi.. $/;:C0N0AFW (TAP PRIMA~Y VOl..iAGE ff 't.,. -II_ NAMEPI..A7"E:: f..., ..... CAJ..ClJLATED rl.ATIO /. 0 i) <!) 9'" A MEGOHMS O:l3ICT NtJS I13 ~ltJ9E : 60 PAGE __ 0~-86, 02 lJO T0-.t1--~ INSULATION RESISTANCE TEST REPORT Pr CLIENT: J'YI Dllllo t~J. /J1cAd~,-'J PO.NUMBER Etl JOB· ~~fR: --z.,,-Z. -;I 1../ LOCATION: Le GtJ l, ~JJ · Fl!;LD ENGINEER: DATE: /o-?-'ltt APPROX. TEST TEMP.: ~,.) /'--.~VOLTAGE TEST EQUli. ASSET# CALIBRATION DATE: D,.. Of; c.. . ti, 0 ( Q,: . t..-1..'J'~Ye c,9-s-1--l-c. /lrf{ -;fl.~-,-: ~ROUND PH:,!11;8~ ,-Q ~l:l~SE IOENTIFICATION ,·'f, -· cl w ' REMAfiKS ~.s '3A. A B C AB ' t '/J<, z. rn J. Sn 'i Gn. 5 tk t ?~ 7 S1t. t:;) 91'-0 1 9/t /;; flt. ' NOTES: 1. ALL READINGS IN MEGOHMS UNLESS OTHERWISE NOTED: IRTR/90 L2/g • d "1990 ETI . ' BC CA ' ' O~JIG N~S I13 W~9E:60 86{ 02 lJO~ CLIENT: LOCATION: FUSE INFORMATION MEDIUM VOLTAGE AIR SWITCH TEST REPORT ENGINEER: Jc'g:____ TEST EQUIP. ASSET# CURRENT AATING 0-0. SYSTEM VOLTAGE I "'-kl,/ ' INSPECTION CHECKPOINT .'"CON• · .DITION NOTES CHECK POINT -CON· DITION NOTES PHYSICAL DAMAGE A CONTACT At,.IGNMENT CLEANLINESS CONTACT WIPE MECHANICAL OPERATOR CONTACT PRESSURE MAIN CONTACTS PHASE BARRIEAS ARC CONTACTS HARDWARE: TIGHTNESS A AFlCCHUTES FUSE: HOLDERS ARCINTERRUPTERSEQUENC~ INTERLOCKS CONTACT RESISiANCE IN MILLIOHMS SWITCH CLOSED SWITCH OPEN INSULATION RESISTANCE I'/' . A-Gnd a.Gnd C-Gnd A-B a-e C·A @ r,o:,,S",. Volts ., 2-c.lL '2.-0R.-~ott.. t_ct)J(._ e..::. /4.. .'-'"Qk. A B C -(!,.)1iJh,;. A i ,.,. G ( -c) '2.. .. oz 0 t.5 '1..-.. ~ '1 L ' 0 z_ V. .oz.1.. l,Jlt 3 ~ 0-,'2. . oz /v "CONDITION: R-Needs Repair. R&placernerit Of Adjustment c-Cortei::ted NA-Not Acceptable MVASTR/90 JZ ) , d 01990 ETI ~ / ~ ' . I ./ CLIENT: LOCATION: ENGINEf;;R; K.VA TS:MP. RISE t..r- TRANSFORMER TURNS RATIO TEST REPORT (7.,P05/TION) CALIBRATION DATE: ,. '2 e SEFIIAL NO, <:fQDlJ-:£-c/ % AT IN5UI.ATI ON TYPE VOL.TAGE 0 CRY @. M!N5~AL· OlL. 0ASKAR~L H,V. / Z-Co . ~.v. TAPS AVAILABLE TAP POSITION PRIMARY VOLTAGE A.$ F'OUNO TAP - INITIAL .$1::CONDARY {TAP PRIMARY SESONDARY JUMPER TAP 2. . "1/o FP-MEGOHMS REMARKS: n,WR(7l/90 JZ/B . d ()1990 l:TI "-- (WfNC'JING CONFlGURATI.ON ON eAck) < /IY,:,c:> A$ L.EFT TAP VOLT AGE MEASUREMENTS FINAL $5:CONOARY (iAi::' '2.. ]./ a PRIMARY VOL. TA~E;; NAMEPL.AT~ CAl..CULATE'.D RATIO 5k_ MEGOHMS . PAGE --OF __ O:HI:G Nl::;IS I.13 ~.Jtl.lE: 60 86, 02 .LJO .i 7 µ.1,vsr{Y(vlM-~ INSULATION RESISTANCE TEST REPORT CLIENT: /Ylof.(/...o t.) M.eA-J..•,.,,~ PO NUMBER Efl,;'9t ~'17~: ti" LOCATION: Le '1 (1 / A-,.....£) FIELD E~~ER: DATE: /c:J -1-i f APPROX. TEST TEMP.: -gc.) Q I EST VOLTAGE TEST EQUIP. ASSET# CALIBRATION DATE: "2.-$""<-a ~~~ utf ot::i "l.--"l-1-'i. "tr .S.$ 3.B PH·-------. NO PH~8~ "ff:) PHASE IDENTIFICATION ,,.r,-;,,,_-_ z,:;; REMARKS P.t A B C AB BC CA I 5~ '2-bk ;, -11( ... '1 7A. S' $}(' b 'Jl'c ? '71r_ C ~-',~ J; i k>K ( I> ft:.>p.. ' . ' NOTES: 1. ALL READINGS IN MEGOHMS UNLESS OTHERWISE NOTED: IRTR/90 'Z 6 . d "1990 !:Tl "" / . . .. I . . ! ~-!: ~ ~< f.Z fl.: ~- 1 4-4 ' "' . '-I'· ~ 71< i I I fr ~- j I I ' ~1 Ill: . . ;;,-~·:: .. ~ ' 'M i l>,' ~ "' '~; LOCATION: L.6Eo ~ CJtl.,1FOru..llA CHECKPOINT PHYSICAL DAMAGE CLEANLINESS MeCHANICAL OPERATOR ~,\IN CONTAC"tS AflC CONT ACTS ARCCHUTES AACINTE~RUPTERSEQUENCE INSULATION RESISTANCE 'C:DN-NOTES DITION A A A A A 4 + MEDIUM VOLTAGE AIR SWITCH TEST REPORT CHSCK POINT , CONTACT ALIGNMENT CONTACT WIPE CONTACT PAESSURE PHASE aARRll!RS HARDW,-RE TIGl-4TNESS FUSE HOLDEN INTERLOCKS -CON- DIT10N A A ~ N/4 AJ,/4 Al/4· "'-"/4 SWITCH CLOSED SWITCH OPl:N NOTI;$ A-8 A B C @ _...;;-.t";....P< ___ votu NOTES: Q:),J~ l\,e,~..c ~oe .. (r,..; /(I e:Jhn-< Ai -A~ C,:::>.,1 /ti -"'3 0, "317 e, -lo"J. -6, '.2.41 4r -f>3 6,'314 ,.._ 0 • 321 c.1 -c:~. 0, :a.3-.r Cl -C:::3 ® Q\) t::{t. ~'(alf71h.. res:,-' Qn..~ S:c,o.)'f~.S Cl.ti~ @ 2-~~ f r--.V D,c::, , (/)~ 2~ A ~0 ":21 ,,,. (t C -1-=,. Jlt., •coNDITION: R-Naeds R1:oair, Replacemern or Adju$'tfflCl'\t C-Correeted .; ' _, ~. ,.. TRANSFORMER TURNS RA TIO TEST REPORT (7•P05/TION) LOCATION: 1 ,.,_,,. ,,.,.1 _, /"-,· 1,.,..r;:;--.,~-,•v O ..__,.,\.;(~lt.tv_(A .ENC.ilNEER: TRANSFORMER DESIGNATION: t1Ae.s nnu 4 KVA PH ... 5E ,~ 3 TO:MP. RISE a-r---~ 'Y., Ai INSULATION 'l'YPE t::.IL.\~N . DORY D MIN!::RAL Oil.. [J ASKARE:L ,~CQ;i H.v. L.V. /2.c, (WINOING CO.NFlGURA ii ON ON !;!ACK) TAP POSITION ~ f3 c::::. D '=-TAPS PRIMARY AVAILASJ..E VOL.TAGE l¼t:10 ,,_~~b l":l.006 (17tJD fl+llD AS FOUNtl "rAP AS L£1"T TAP C c.... VQL TAGE MEASUREMENTS INITIAL SECONOARY (iAP ~INAL SECONDAF<Y (iAP PRIMARY VOLTAGE A-B A-N A-B A-N B-C S-N 8-C B-H S-C A-C C-N A·C C-N A-C TURNS RATIO DETERMINATION F'~IMARY M7 -Ml H '2...-1t3 ,.,..1.-r1-, NAMEPLA'rE SE::C.ONDARY 'i<t> ... :x).... ¥0-Xl X~-Xl CAL.CU LATED JUMPER RATIO iAP (::'.. LOOI i.ool \.OOZ.. /1t>~6 HIGI-! TO LOW "5. ~..J 1000 MEGOHMS R~MARKS; i TTRTRl7J/90 .c.2/J;"j; "d OAr.t= ' t'"JF O~3Ia Nl::IS 113 Nt!BE: 60 86, 02 lJO - INSULATION RESISTANCE TEST REPORT CLIENT: M 6 ll.. ~tu thE'A~ PO NUMBER ETI JOB NUMBER: ~1.64-t74, LOCATION: Le-Ge, t...knJD FIELD EY,GINEER: DATE· °'1.-1~1.0. · l'lrz.. A41 "Jc-f-3 ~cig APPROX. TEST TEMP.: G~.°r rsT VOLTAGE !;: TEST EQUIP. ASSET# CALIJRA TION DATE: . . 1<-V 11> -23'1. • ~ 7-<1,f IDENTIFICATION f'!-l ~ i' QuONO REMARKS t-t!Gt1-.. t<lil(I\)"" ~~l:i , .. <is"3P -(J) ..._pr,.Ait-G,,ec>I,) 1"--1 be'¢!> $CA~T;"mCN 4 0 IJ1t ·.&:co ~ r-.1 L,o.,,...) Gibe:. TMrv .q;;.-ofl.vi,,,.:efl... r ~ ~.---o-,y• J i 3100 3 ~dTJ ---4 ,.,,..,,.,...L.I C Hero .C: 'l---1-1:..(_J'. J ' 7 Yl':rln ! 40:0 <-) 41(;() {b L\\00. ~ utn..t '1M"Jc.aj l'~e/ 1. 4 ' NOTES: 1. ALL READINGS IN MEGOHMS UNLESS OTHERWISE: NO-rEO: . IF!iR/90 '1'1990 1ITll2/2l: . d o::m:a NtJS Il3 Wtl6E : 6Q . ,.13_6, 02 _ .. p..Q_,.. MEDiUM VOL tAGE AIR SWJTCH- TEST REPORT LOCATION: LEGc> L./.t7v D C!l'rL! ~ IA. MANUFACTURER (;_l.. IN ~L f'USE INFORMATION CHECKPOINT PHYSICAL OAMAGS CLEANLINESS MECHANICAL. OPEFIATOR MAIN CONTACTS ARC CONTACTS AACCI-IUTES ARCINTeRAUPTERSEQUENCE CONTACT RESISTANCE IN MILLIOHMS INSULATION RESISTANCE .Sk @--~--Valtt . NOTES! G STYLE/SERIAL NUMBER .&en· ~~-qg-o0.~ SYSTEM VOLTAGE INSPECTIOl\i ~ON-NOTES. CHl;CK POINT -CON• NOTES DITION [)ITION A. CONTACT ALIGNMENT /4 A CONTACTWIPE to!\ ,4 CONTACi PRESSUFle 10,H-' A PHASE BARRIERS N/A A HARDWARE TIGHTNESS IV 'A A i=:use HOLDERS ..0/11,. ,;-INTERLOCKS Iv tJ. SWITCH CLOSED SWITCl'I OPEN C-Gnd A-S B-C C-A A 8 C 0 ,av ictio 0, '2.itJ 0, 32.I l3r -63 a. 34, '"CONDITION: A-Accei:,tabl e R-Needs Repair. Replacement or Adjustment c-Correeted NA-Not Accep~ble MVASTR/90 JZ C'T • d c1990 ETI "-' /._, ~ O:l3IG NtfS I13 ~~tf6E: 60 86 ;·02 1J0~ - " t i' , ,l i I~ :ii ' ' ·~ . ·1 I I'' "' I. 1 " 1' nti 1·111 ~·;I f: ~ : f., I }'1 ;; . ~; i .I CLIENT: 1/'..VA _TRANSFORMER TURNS RATIO TEST REPORT (7-POSITJON) ENGINEER: ,._ , '-. t..J,A. . r-n ~ SEl'IIAL NO. q-, Olo3.3-H \ TEMP. RISE I NS ULA TI ON TYPE -$ l l,..\ c.,ci-.l . VOLT AG e 0 ORY O MINERAL OfL O ASKA~EL: H.V. 1-:Z.C:C,b L.V. TAPS AVAILABLE TAP POSlTlON FIRIMARY VOl_1AGC: AS FOUNO TAP INITIAL. SECONDARY ITAP 8-N A-C C-N PRIMARY \_.\\-\-\2 SECONOARY -..J.., -'J..-Z. JUMPER ,. A. Fl t. \.00 l I :::i TTRTR{7)/90 l2/P,"]: . d (WINDING CONFIGURATION ON B'ACK) B D \Z{p()O ,z:a,oo 17.000 l\'100 AS LE:F'T TAP VOLTAGE MEASUREMENTS FINAL. Se:C:ONDARY liAP A-8 A-N S-C S-N .. A-C C-N TURNS RATIO DETERMINATION . A-B s.c A-C \4-i.-\-4~ Hg-µ \ '-J..o ... ""l. ~ 'lo -'J. i \. 00 I ) .OC'J F'RIMARY VOi_ i AGE NAMEPLATE CAI..CULA'rl?O F!ATIO '). DO D HIG!-1 TO r.ow ':>"'¢..IV .) S>Oo ,~ ME;GOHMS oAr.c l"\F O~3~a NtfS I13 W1::;10t' :60 86, 02 l:JO - 1, . . ;<'I I I ~/ ~'} $¥tJ ,,.. i~1 I ~: . . . y I I I ~ r,J it ,:: . ' :;. 'f 1-.. t f~ w ¼' it •q ,, i ~ t~ 5· ."£ tj ., .,. J~ INSULATION RESISTANCE TEST REPORT CLIENT: ~D~·-t.-tJ\_.,.......,~~I!::'. PO NUMBER ET~~~~-f.Bjy LOCATION: /\ Al __j i:::-ri e,t,..l ( A. Fl~NJG~: DATE~ o-r-b--C}8 ~=OLAl-...t""' APPROX. TEST TEMP.: (p'6 c,C. TEST ~L TAGli TeST EQUIP. ASSET# CALIBRATION D~TE: , ~v' 20-R~, e,-~7-8 Pt4Afe'1:D 6~ IDENTIFICATION . REMARKS ,, , H-1 L-0 l~A1'""\t:it-J 0 \,.-0 ~ l pE;;: !=,.., r-:,,&. Gtec.o r-'f'l.'C,?:--0,"N~ -r"eA+,.\S,.i=o~R. \ ·1CCOD 2 h'.;!COO 5 iOXO . c.; 10100 6 lot.oo lp \O!:cb ' 7 ,oGco· 8 lO~ q l06o0 ,n lrel() Fnl.A24ZA."T'lnl\.\ \ ... , ~ \., I I NOTES: I 1. ALL READINGS IN MEGOHM$ UNLESS OTHERWISE NOTED: IRTR/9(12/S']; • d 01990 Ell .. O~3Ia N~S I13 W~0v:60 .. ~p,__Q2 lJO ___ I ,,I LOCATION1 ..,,,,,.... 1-COOL.../r,ljO CHECKPOINT PHYSICAL DAMAGE CLEANLINESS MECHANICAL OPERATOR MAIN CONTACTS ARC CONTACTS ARC CHUTES ARCINTERRUPTERS~QUENCE CONiACT RESISTANCE lfll MILLIOHMS INS~LATION RESISTANCE A-Gncl @ ___ f:......_l:... _____ volu MEDIUM VOL. TAGE AIR SWITCH. TEST REPORT FEEDER IOENIIFJCATION: ~>.) SWf'tZ:t,t -- "CON-NOTES CH~K-POINT DITION A· CONTACT ALIGNMENT A-CONTACT WIJ>E A CONTACT PRESSURE 4 PHASE BARRIERS A HARDWARE TIGHTNESS A FUSE HOLDERS ,4 INiERLOCKS SWITCH CLOSED S,-Gnd C-Gnd A•B 8-C C-A A ETI JOB NUMBER: ").2..f I q.. DATE: /6 -t"b.. · CALISRATION DATE: 2--'>r- •coN-DtTION NOTES A SWITCH OPEN e C NOTES; G C.C,J-J'nJ<-.T /1.,,t"hi=Tirrva (~1/{loA~ A',--A-2.. -0,'479 t1rl-/t3 (J,. 3 3" ~, -13 ")_ .--0' ~l.{".G /31 -~3 t) ~ ,Eep{" C1 -c.. 1---() I 2_.2,) QJ .... C3 (!J;' ~G..o -- ~coNDITION: A-Accepti'Jbl e Fl-Needs Repair., Replacement or Adjustl'l'lent NA-Not Acceptable MVASTR/90 01990 ETI LZ/9 -r: • d -' I -I -., CLIENT: LOCATION: PHASE ~ TEMP. RISE . oe, TRANSFORMER TUR_NS RATIO TEST REPORT (7-POS/TION) DATE: ~ n Q. \ -\-;;;;, ........ 0 CAL.!BRA T\ON OAJE: '1-<'i ~, e-q -C, 7,. INSUL.Al'IOl'l TYl"S -6,,\...lC.C,"'-1,G'.,. . . VOL.TAGS: D Oi=IY D MIN!::F1AL OIL 0AS.KAF1EL H.V. . \ Z-000 L_V. TAPS AVAILABLE TAP POSITION PRIMARY VOLTAGe=.: AS l'OUND TAP INITIAL SECONOARY (iAF' . A-B A-N 8-C B-N A-C C-N ~FHMA~Y \-\1--\-\Z SEC9NDARY '#-0..-'f._Z JUMPE::R 'rAI=> e_ \.00) REMAFi!KS: TTRTAl7l/S0 .l2/ Lo l . d A. AS 1..eF'T TAP c_, VOLTAGE MEASUREMENTS FINAL. SE::CONOARY (TAP A-B, A-N B~C B-N A-C C-N TURNS RATIO DETERMINATION Hz,---\-\3 \4¢-\4 \ 'i.O _. 'L ?_, '-J..O-'il , ,OD\ \,OD\ A-8 s.c A-C F'~IMARY VOL TACiE NAMl=:Pl.AT~ CAl..CULATED RATIO \ ~ODO n,,.,-.r-nc 0~3IU N~S I13 W~lP:60 86, 02 lJO - INSULATION RESISTANCE TEST REPORT CLIENT: Uo,c?P--"' ru ..-M~p.;covJS. PO NUMBl;R ET~~B~IJ~~~:y LOCATION: L:=;;L: --=~) ~,-r--. c.A\...\ ::=<()ft?+..} ' A FI~Jf~ OA{R-\ -a.-l\ A APPROX. TEST TEMP.: TEST VOLTAGE l IJE,Oc.,, t:;v ,J . TEST EQ~. ASSET# ... Z-O-37 . CALIBRATION D~TE: a-z,-s. PHASE TO GROUND IDENTIFICATION REMARKS t-\ I. LU 1-0 ~ .. ~ .,,.,. \~ ·~ ~ ~,lOi-.1 (,, .i:'... --.._._> (9 &,i~~oe:'"C> I A., ... --~,-l 5000 z_ ~ :2., v-coo y (p~ . 5 (proo f .I.I \i,000 ' ~ l tdXO 8 -t.croo '1 uooo io lt(XJO Th ,l =·-r~r-.1\J \ .. ,~ ). z. . NOTES: 1. ALL READINGS IN MEGOHM$ UNLESS OTHERWISE NOTED: i .I IRTR/90 "1990 ET~2/8'j; 'd MANUFACTURER b' j. (,f) ~q>vt.C... FUSE INFORMATION 10/,1 MEDIUM VOLTAGE AIR SWITCH TEStREPORT STYLE:/SERIAL NUMBER .CURRENT RATING <a . ,,Pr .. ~:cg w;-6024, Gf;io SYSTEM VOLTAGE ~ \ f)... #.v INSPECTIOl\1 CHECtc POINT -CON-NOTl;S CHECKPOINT DITION -CON-. DITION NOTES PHYSICAL DAMAGE I'\-CONTACT ALIGNMENT A CLEANLINESS ,4 CONTACT WIPE A MECHANICAL OPERATOR A CONT ACT P-RE:SSUAE MAIN CONTACTS A PHASE BARRIERS AflC CONTACTS .• A HARDWARE TJGHTNESS ARC CHUTES A FUSE HOLDERS ARC INTEARUPTER SEQUENCE A INTERLOCKS ELECTRICAL 1'ESTS CONTACT RESISTANCE IN MILL!OHMS Ai:,h. U) BPh. Q_) Cph_ 0 SWl"TT.:H CLOSED SWITCH OPEN INSULA.TION RESISTANCE A-Gnd 8-0nd C-Gnd A·B C•A A B C vf.v @ -~...-.--Volts /6C:,,:,O NOTES: G A I -A 1-. -o~ 27 1 ;11-A..3 OVS\.f'O !'f:-tv11 ~ ~ ..... ¢'4 .... A d!!; il).l ~ ¢c -G\.t A A-AccePtable R-Needs Repair, Repl~cemen~ or Adjustmerit NA~Not Aecep~able MVASiR/90 ,1:11990 f:l'I L2/6 T . d CLIENT: LOCATION: KVA TRANSFORMER TURNS RA no TEST REPORT (7·POSITION) E;NGINEE~H ~ .SSRIAL. HO. C\70<u33-G\ . TEMP, i,ISS \OOQ ff'A lz>T>.·C. "l, AT 0 c INSIJL.ATION TY"'la'. ~\._,\(...0 t:;:;: VOL.TAGe; Oo!={Y O MlNEl=<AL OIL OASKAF<l:'.L _ H.V. JZ.CoO L.V. :;z.o8~ ,za....r TAPS AVAILABLE TAF> POSITION r;>F!fMARY VOLTA<;;;E A5 FOUND TAP 0. INITIAL SE'.G,ONOA~Y (JA~ A-5 A-H S-C A-C C-N PRIMARY H\ .... t-\z.. SSCONOARY \J..,.o-':/...Z JUMF'l;'.R TAP ~ \. 00 1 Fti=:MARKS; TTRTFH71/90 LZ/02 . d . {WINDING CONFIGL,t~AT.ION ON ~ACKl 6 c. D E. ,AS LEF'T TAP C 'VOLT AG!: ME:ASUFJEMf:NTS FINAL. SECONOARY (TAi=> A-B A-N B-t B-N A-C C-N TURNS RATIO DETERMINATION Hz--:-~\3 H~-}-\' ')...o: -"':J.3 '/..O --'}.. ~ Loo, I.(:()\: A-B a .. c A-C PRIMARY VOL TAG!;! NAMEFI..ATE CAI.-CULATEO F(ATIO ~,000 INSULATION RESISTANCE TEST REPORT CLIENT: \..Aoiaf2.0-r-J .-\..\"E::;P...'D:i.'</JS PO NUMBER ~r.lf1~t LOCATIO'): . Fl~Ef~E;lR: OA'Te; ,0 L..,.:!,,...,...D rb....l ,F()e..,.....J_rA. \D-\c-C\5 APPROX. TEST TEMP.: FSTVOLTAGE ·• TEST EQUIP. ASSET# CALIBRATION DATE: ,oci:=. Swtt-v . .zo-as, a-z.,,-98 PHASE TO GROUND IDENTIFICATION REMARKS \4\ LO 5::) 9L,..G Got~...:;--Co'E:.b 6". 186.,,:::....··no "'-l. ~ ... is \QOCIO .,...~~~ j laxl:) z 10(%0 3 \ t.tt>o . 4 . \OCOO s . 100,0 (,o ,zo::o C -. 1 I.UCO- ' & lta,o 9 ,~· to lta,D r· ... -'ZA,.TlQ,J ,N ~ \,..Z NOTES: 1. ALL READINGS IN MEGOHM$ UNLESS OTHERWISE NOTED: . - ! .. 1 O~3ra N~S Il3 W~EP:60 86, 02 lJO- LOCATION: la;ol.t\'ND ~lfeoRt-.lJAi.: MEDIUM VOLTAGE AIR SWITCH TF;ST REPORT DATE: ~ 6 -(.:;;,-..., SWITCHGEAR DESIGNATION: .$¼t2>S'f'P\'T')O~ # ~ CALIBRATION DATE; ?-.. ;?.J("- CHECKPOINT ·'"CON-NOTES CHE;CK POINT "CON-NOTES DITION DITION Pt-lYSICAL DAMAGE 4 CONTACT ALIGNMENT A CLEANLINE:SS A CONTACT WIPE A MECHANICAL OPERATOR A-CONT ACT PRESSURE ~/4 MAIN CONTACTS A PHASE BARRIERS ,(.)~ AAC CONTACTS A HARDWARE TIGHTNESS ARC CHUTES A FUSE HOLDERS ARCINTEFIRUPTERSEOUENCE A INTERLOCKS CONTACT RESISTANCE IN MILLIOI-IMS SWITCH CLOSED SWITCH OPEN INSt:JLAilON Fl ESISTANCE A-Gnd B-Gnd C-Gnd A·B B-C C•A A e C @ ____ ,t'..___l::.. ____ votff c:ff)(>t::, e0oo -i{'Ot!}fJ ~., NOTES: /?,..f <...:..J C,e;I\Jfr-(t...t ~..S..'fA7vC.e:, I (MJft.•ofti~ \ /;I-Al.. --0,272 At-A-3 0, :34r ~J-f?,3 ..... 01 .3-..r-2. Cl.,... C~ --6,3-.rt' Q,A {4 A "CONDITION: A-Acceptable R-Nesds Acpair. Flei:,lacement or Acjusiment C-Corrected NA-Not Accepi:able MVASTR/90 Q1990 ET! 2.2/22 'd O53~a NtlS Il3 WtlEt:>: 60 86 ,--02 lJoJF - • .I CLIENT: PHA$1;'. 3 TEMP. RISE: TRANSFORMER TURNS RATIO . TEST REPORT (7-POSJTION) )P,jSUl..,HION TYPI:: \~C:.Oc,.._\E,. . V01-TAGE D DRY D MINERAL OIL' DASKARC:'.L H.V. l:ZCXXJ L.V,. TAPS AVAILABLE TAP POSITION PRIMARY VOLTAGE AS .F'OUl'lC TAP INITIAL. SECONDARY (TAP A-N B-C B-N A-C C-H PRIMARY \.-l 1 -~ z. S!::C:.ON OARY 'Lo.., i 2 JUMF'!i;.R TAP c... \.co, Re;M;:..RKS: TTRTR(7)/90 L2/E2. d {WINDING CONFiGLi~ATION_ON BACK) B D AS LS:t='T T/1.P VOLTAGE MEASUREME;NTS F'INAL SECONOA~Y (TAP A-B A-N : A-B B-C B·N s.c A~C C~H A-C TURNS RATIO DETERMINATION ~-Z-H'~ \A-3-'.\-4 \ '/-..o-:x..:s 'i-..D-'i. \ \.00\ \.oo\ F'RIMARY VOL TAG~ NA.Me:PL.ATE CALCUI.-ATED RATIO Looo I -1 .I INSULATION RESISTANCE TEST REPORT CLIENT: \A, .. ~.y,.J -i A__ ..._.l"""'ln V'\. K' PO NUMBER ~j -!2J,~~f!i; L.\ LOCATION:\ ~, _r, '\ .Ac,t,,j I"\ (' 6...l • ~,c:i-.... \ ,~ FIElf..&Nll~~~~ O~T8-~~-£'\8 APPROX. TEST TEMP.: . . TESTY,% TAGE TEST EQUIP.~# CAc?<!~~~~ ~1j: --,&o~ ~v z.o-7 PHASE TO GROUND IDENTIFICATION REMARK$ ·\-\\ LO .. ,,__ -t:: \ r;;,a ~ ~,T'A-'t1.0'N q .~ iocn © ~~ ;a, C::\~(.)i-J°Di:?0 .. T~f.-FtHZlJlF'JL." \ ~DC(") z ~ 0 ~o ' 4 tcco s 4«:tc> {p &ct> C l ~Oco ~ ~oco Cj ~DCO ' It, rcto. 'P-1 .A ~.zt,,....,-t ,...._ \ >1.JDU-,. to NOTES: 1. ALL READINGS IN MEGOHMS UNLESS OTHERWISE NOTED: IRTR/90 , 2/172 . d 111,ssom .. - 0~3:CCT Nt!S I13 Wtlt>t> :60, ,,_§§~ J~Q..._ ·.I MEDIUM VOLTAGE AIR SWITCH TEST REPORT SWITCHGEAR DESlGNATIQN: FE:EOER IDENTIFICATION: ..S. u P.:i.s:'f71i\6#0 t,1:-IO Ml!I ~ ~ r ~ CALIBRATION OATE: 1.-~-q MANUFACTURER STYLE/Sl;FUAL NUMBER C Q-\;\) e...ecrr2-ic. • fal. ~"l."'f~k ·C(.?3} FUSE INFOFIMATION tJ/4 SYSTEM VOLTAGE f 'l.. I<: \I INSPECT/QI\! CHECKPOINT ' 11CON-NOTES CHECKPOINT -CON-NOTES DITION DITIOf<i PHYSICAL DAMAGE A CONTACT AllGNMENT A CLEANLINESS A CONTACT WIPE AJ/4 MECHANICAL OPERATOR A CONTACT PRESSUAE NAJ MAIN CONTACTS A, Pt-lASE BARRIERS ARC CONTACTS A HARDWARE TIGHTNl:SS ARC CHUTES A FUSE HOLDERS ARCINTEAAUPTERSEOUENCE A-INTERLOCKS CONTACT RESISTANCE IN MILLIOHMS SWITCH CLOSED SWITCH OPEN INSULATION RESISTANCE B-Gnd A-8 B-C A e C NOTES: 0 fr-I-Al. -/ -A-1-A3 fsl -f33 Cl -C3 --· o , ~4- "CONDITION: A~Acceptsble A-Needs Rep~ir, A~place!l'lent or Adjustme11t C-Corrected NA-Not Acceptable CLIENT: TEMP. RI$!;; TRANSFORMER TURNS RA TIO TEST REPORT (7-POSITION) $£RIAL NO. 970tp33-~ \ •r, AT INSULATION TYPE !=,\L-\C..0,-.,ie,. VOLTA~£ o ORY D MINERAL 01L. OAsKAREL. H.v.. l z..c,oo L.v. TAP POSlilON tAPS PRIMARY AVAILABLE VOLTAGt;;; AS FOUNtt TAP INITIAL SECONDARY (TAP A-B A»N B-C B-N A-C C-N F°>l'!IMA~Y H\-\---"\z.. (WINOING C0NFIGURA,-lON ON BACK) A B C "D -~ JZJ:.dX) 2200 lZCOC> \\'100 \l~OO c.., AS 1.t;;F'1' 'rAP c.. VOLTAGE MEASUREMENTS FINAL SECONDARY (TAP PFl:IMAr:!Y VOL.TAGE A~B . A-N A-B a-C B-N A-C C-N A-C TURNS RATIO DETERMINATION µ2.,-l-\3 \.-\o-'H \ NAMEPLATE:: se:c;.oN OARY '/..C> -y:. -z_ 'LO-Y...3 '-Lo-tJ CALCULATED JllMP~~ l=iATIO TAI=' c_ \.000 \. 000 \. ooo \.COO REMARKS; TTRTFH7l /90 .L2/92 • d -!'1<1on CTI .. " INSULATION RESISTANCE TEST REPORT CLIENT: \-J\cj.-::...7.-_ ·~•--MeAt::>ows PO NUMElER ET,!i~ Au~~E~-, LOCATION: ('~ ·~~\~ ,=·1~J~~~: CA~-\'~-C\8 , --=---1 , ...... \n APPROX. Tl:ST TEMP_: I ,5· -, o.:: TI:ST~AGE . ·~ -TE~~~~'ft:rf CA~BP.ATION o~rg -Z.7- PHASE TO G F!OUNO I• -- 1D1:NTI FICATION ReMARKS ~, Lo ~ )'2.S'V!a..-'T'"\O r,.J \0 .. 5 \0000 -rca-ill, LI/ ·-'"° • • -~ ' \Cvoo · 2 )0000 ~ -5a)O L\ ·,£,Ca: s \~ a ip 1~ l '16c:cc ca ~o 1 \~ 10 ea:o l+=t-:,1 ""-I!:>_,..,. ~~n1'..l h,\·~ ),~ NOTES: ,_ ALL READINGS IN MEGOHMS UNLess OTHSRWISE NOTED: o< - .. IRTR/90 c-isso E'l'L2/ L2 • d O:13Ia Nti$ Il3 WtiSt> :60,. ,g:;~ JJ.Q.._ ~- :I! .. '.-, ·j 1 , ..... I ~r-·~-- 1 I, . '.....,;. -~ ,,·-, r [/ r I [" 1[ r r [ ' <L; r-,. I ! <L ,[ I ' ,r, I· i '[ = ---------~-'----------_,__;:,--' _i_ ---• -~ ------• - --•. : I L ! . . I . L . ~ _· ' f ' . ,, t '· t ) "'( l I' i : [ r l [ r L r- r· r l r ;; r-: l r r I i - I ' I . ), ' I r-! t ~ _, ,--,, I [ r ' r ----------------"---~-..,;._ ___ ..:____~ __ __;_~-~~. l t· , I 1, ' ' ,, u ; \ r > '' Independent Testing & Engineering Services for Energy Systems February 4, 1999 City of Carlsbad Building Inspection Department 2075 Las Palmas Drive Carlsbad, California 92009 Attention: Mr. Pat Kelly San Diego Area Office 9835 CARROLL CENTER RD. SUITE 103 SAN DIEGO, CA 92126-6507 (619) 695-9551 FAX (619) 695-0861 Subject: Equipment Labeling Evaluation of modified power distribution strips installed in restaurants located at Legoland, One Lego Drive, Carlsbad CA 92008. ETI Reference No.: 227 -3721 Dear Mr. Kelly: This letter is to advise you that Electro-Test, Inc. (ETI) has completed its evaluation and labeling of modified, UL Listed Power Distribution Strips installed in the Garden, Marche, Duplo and Barbecue restaurants located at Legoland. A list of the power distribution strips that ETI tested, and their locations, are shown on the attached test data sheets. The power strips contain circuit breakers which provide protection for outlets installed on the strip, up to 8 outlets, with one circuit breaker for each. They are connected with a power cord that is pluged into an adjacent vertical power pole. These power strips are installed under food serving tables. When they arrived on the job site, they were found to be too long to fit under the tables and sections of the strips had to be cut away so that they could be installed as intended. This modification resulted in voiding the UL Listing of the strips. After the strips were modified, ETI performed a visual inspection and insulation resistance testing to verify that the interior conductors were not damaged. This testing was performed on each of the modified power strips at the plug end with all the circuit breakers closed. The measurements were made phase and neutral to ground and phase to phase. The results are shown on the attached data sheets. Five strips required re-testing; three were found with low resistance readings of the conductors, one was found to have a defective circuit breaker and one required a retest as it was modified a second time. All of the distribution panels now contain an ETI Field Evaluation Label with label serial numbers as shown in. the Rem~rks column on the data sheets. If you have any questions, or if we can be of further service, please give either Leif Hoagberg or myself a call at (619) 695-9551. · · · Best regards, ELECTRO-TEST, INC~ 5)674 ~ d--,-- Don Weber Senior Compliance Engineer Copy Mr. :Sjarne Christensen, Legoland INSULATION RESISTANCE TEST REPORT CLIENT: Le50\ond PO NUMBER ETI ~~!.!;M!~:.:2 \ - LOCATION: Le9olav,.ol Fl~ ENGINEER: . Ar1-f.o~1·c . DATE:.,_ IL(-~', APPROX. TEST TEMP.: . · TEST VOLTAGE TEST EQUIP. ASSET# CALIBRATION DATE: -s,:;QV De... ~ '1-?, ~ '2. 'l--2--'?, ,. .::;; V' PHASE TO GROUND PHASE TO PHASE Heu1"1:,tl · IDENTI FICA Tl ON -i:-c REMARKS '' G .i'Tf2.-Oe Mtf A B C AB BC CA ~ ~r,eil t+ 4 B'tS>B A . A::id.l1s ll J,J u.s.J. ..,..,..,. . '> 'f'1C., >111 )'(~1 )<i''-fl ~~ i"l'rf >,99 . '?-')..'l, 3,.::,.:> 4e<J eB~ SDASA-)rj}11} /116~ ';>qc;,c, . "2-'2-"l. ~ C l 9,A .q6/4Sl3~ 1,i,..--~ "2-'2,. .,_ 3, t::> '1. f . A8'1680 '2~?-,lo4 c:.roA ,.,, r-/-. -.:· ,:.DA · 4s_j;eee 1~'2,"'5'0v '2-'2.. ?-?,o'l:) . . CIB~ 8<i!>-F i;Vh. , ..... .-/,, -=.-Vv "'2-'"l--"2..'1:70S 9A <:f S°t ee H-Z-'2-?-~0'1 11'1..< hi .<:Ov . . .. .. ~A t~'i e-e r . l!'LK'" /..-, <:i:>V 2-12.-'2-~o.ie Cf64 es J · 7 2--'l-~ D ', l~A-,~i,..z..c:;q • I '• ,, . .; 'J 469 B6'\c= ~ ... ~II '" sz:>A tt-,/-i,~v 1~'1C(°I ·'>'1~ ~->~ )c:r,9 '>q=f9 I:'> '1'"t"'\ . '2-c'Z-'2-.3 D .C.. . . . NOTES: 1. ALL READINGS iN l'\IIE:GOHMS UNLESS OTHERWISE NOTED: ' IRTR/90 PAGE_OF __ INSULATION RESISTANCE TEST REPORT ·-. CLIENT: Le-50\on.c\ PO NUMBER ETI ~~.Yt!~:.:2. \ -LOCATION: L ec.3 o la~ a\ Fl~ ENGINEER: . ~n-f.c~·u·e DATE: l-lS"-°\ °\ APPROX. TEST TEMP.: TEST VOLTAGE TEST EQUIP. ASSET# CALIBRATION DATf -500V De.. ~~-'}a~ ,z-2..~ -~ PHASE TO GROUND : PH.ASE TO PHASE ~!J11'"~1- IDENTIFICATION -i:-c RE:MARKS "'MAC..c.HE'' A B C AB BC CA ~ ~--:.::1 '11 4f-B9c:.t4A i::;-oA I ').SJ :J.9.">v )','1'i' >"f'i~ ·'>ffi. ~'ri9 °i>Y~ rfF\ ~-'2..?:--'l-2J\O .. 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ASSET# -CALIBRATION DATE: 500V Oc.. ~q-3g--i.. .:) -:,2'3,--Gi -QI PHASE TO G RQLJND PHASE TO PHASE Heu~l p IDEN.J;fJCATION '1:"Cl REMARKS ~12-r 1!!,, ... -f € A B C AB BC GA ~ ''MARC~F. ~ortol• 469 C\4L- 5t)A ~ 'ii l~S/.J.SDV )'1'11 . )C:f~ . ">'19!i ~(i(;("'t_ )'Fa~ -)9Cl~ >4i"l4 '22'2-a,,,.2.1 :.ctsetc;q.""1 , 1.ooA 2d 11~1/U::Ov )e;tl'f l>"R, ~')..'l-, ) 2. "L.. ~e,CJ94N >qct1 IOOA ?Jci 1'1..<.; h51N )CJ1't "l4-~3',.~ ·-· . -- ~8994 O ot'A ,.,,, ;/ t .Z-'5 / 2,SZW' ,'tfl -)et"i, z.tl.-2-l-Z-u 4 0"'194 p 5Z'A. "-,; ~f/-1.-50./ l>Ci1'i' ->'riCi· ~'2.-'l,zC so~ ,C\\94-~ '? 11-S"' /1--"S'.° II I) qqc; ' >"M"l rY--z. ?, ~ c... 46'f44 J-4 ::,-Op. -~/ 1~5/a.!i'oi/ ;>q~~ >Cf"i'l "2:-'l-'J... ·y2. .. ., 4S'iGfef S SoA , a.s /ti.'fP v r.,qq9 -~~ 2t2-i2-.3~0 48°1'14., _Ztl..').. ~~ca, @ ~A /,uf it,,50 V ~CfctC, ~ 4S9'i4 <-t. SDl~f 11),c:_-j~V -)>944, P'~ 2-f2-'i..~~ ~ 00,A 4~,94w I '2--S" ~So v > o/{~ ' >qqc., '2.')_,j...J~ t (2_) ~9''HI ')' @A 1 vs/ ~s,s>:J :;;,,trC\4 )qq,. "2-'2.-'l. ~ _?, "l. 4~~ 9q-2.,. f-'DA I '1..-5 / 'J.!,'"f> V :>'1c;cJ >'1''1'1 ~2-';).. 33~ 8oA 489Jc(XCy) ',qfitj. .>~~ "'L.")..7,.'33S I t-S 'l--3::> V ~ ' •Ii • I , ·Ii 46'f~4J~VJ , . 1i -' \ . ,1 s-o 4 ll)..$'/'l-Sov .>'i~ >'l'M -~., .,.~ )9'i4 )ciq-, >~ '2,~?,.j~ t..\ -- NOTES: 1. ALL READINGS IN MEGOHMS UNLESS OTHERWISE NOTED: LJ.__) Pl,we-a.. , ,a,,,., R~TIS7~t? ;)..h/ ., ~ 'If?~ I/ T ;/,tr;, If D IIF ec;qtJI' e,~ct.J«_ g a lllf~-. ~v, ",,., ? " t;,,,. c.tl#{ ,ltrJIPIP /itll!J ,f-S l!'(.dAJ, 17 ~ . . . ' - IRTR/90 0/\l"!C ()F ----- INSULATION .RESISTANCE TEST REPORT CLIENT: 1...1.::(; O'i-.,A-14 9 PO NUMBER ·ET"i9f ~U~_s,R,i_ I -LOCATION:LGr. O Gt e>L-A-1'-l . Fl?t° ~~I~~~--DATE: l-:-l5-4'°f APPROX. TEST TEMP.: TEST VOLTAGE -TEST EQUIP. ASSET# CALIBRATION DATE: -. ':),, t.{ r-'J.k-'2,-~-'2.-C"l, --~~ - PHASE TO GROUND PHASE TO PHASE IDENTIFICATION REMARKS '' .0 ll f>L o '' A B C .AB BC CA Se'""--a\ ~ 4!39 SC\ 1b ,. 9:'A f 1.-5' / '360 v . >:fi4 >fr1 >'191 ,~., >~ /'rl"'\ . "2-t2-'2 ~ ~ E:,, 48.'i 8-=\C 5?>A Vl,..')7 ')SD V '"2.t2-'2. ~ '3o 1 Cf 'a4 g-q_o SoA-i~ /,i.<;;D V . 'l-tU-';~~ 4'81 S"', ~ 90A ~/~'5;0v 2-!2-!2-~.!,~ 4-€,"'l ln ·r-. f%T,A r,,,,v,r;-/-vS'P V 2.-z-2. '3-c:t-o 49"l84 H . BO?-\ ~/1..,,,soJ . I, ,I / ·i/ I I '2.t2. '2 -~ c:.4 \ (f ~ ~~ ::t: I ' ':I' ~ ,'1.,~l-i-s-ov' )"14'1 '>'T\4 >c:,cR ')4°1~ ':>cr=r, .. ~o/M-'"2-2--2-'74'"2... . . . .. ,. NOTES: 1. ALL R.EADINGS IN MEGOHMS UNLE.~S OTHERWISE NOTEO: IRTR/90 '°1990 ETI . . . . . PAGE __ 0f __ INSULATION RESISTANCE TEST REPORT , , CLIENT: L...li;;G. C?\-,,,O...t...:1f_) PO NUMBER :E:TI JOB NUMBER, ~ . 2..'27:37'2-l LOCATION: LE'-'.Ol.~O FIE~ ~GINEER: DATE: .JI. -. .,t...:-.. _ . , I -2;)..,..4,& APPROX. TESTTEMP.: TEST.VOLTAGE ., , TEST EQUIP. ASSET# · CALIBRATION DATE: 5"09V j) c._ ~-~ce. '1.. z...-.2.~..q"o PHASE TO GROUND PHASE TO PHASE 11 IDENTIFICATION _i,~ REMARKS ... j ~ \' fb A P-ofo E' C-<-1.,E: " A B C AB BC CA ~ol.ril 'f'ei~e-ei ... 1.:::> Xl(Gft 'Sil~E~ 5t:>A 1~/~v ~st ~ )'1"19 .. >~'i9 >~'1 )9-,·1 )'1,9'=t-~';2...';2, '?4,...,_ 4 6'18-'b --c.. 50A 2-2-"--'-?4Q -46982> -D ~/..\ 2. 2,.2-'?, 4 5 48"'1S'b-e .SOA '2-2.z_ '>4 .( ~ 48'18 'b -~ -t..2-2-? <\ 7 . @ 4898'?_;,. I-+ . , "2.-')..7--~ <{ ~ @ ::JOA 45982> -:C ' (j) 5-qi., 2J2...2--?, ~~ 4c,"'1f,~-,J S?:>A--,. '2.-22-SS-o 48'1l:5?-L. SoA ""2 .. .'2 .. -,.. "!i.S-\ . 4B'11:'.!, -H --5DA '"2-2.fl-'!, 5'"2-· 4S'1S.?>-N SoA-.. '2.-'2..'2--~5:> 48'1821 .... o S-OA '2--~ '?:>54 .. 48901-ol ' c;-oA "'2...'.2--2.~ 46"r8~-R , 60A-~2-2,.~<, lf Sl' 6'? -tS. ,, II ,,. ,,. ,, ,"f ..S-OA-~ I( , , ~.2..?:,S-1 4848'~-T ;,c,ar, >ffl >"<i~ 50A /'Cf<fi >ffl >Cfii ),'~ '2 '2-'2..:) s-e, , NOTES: 1. ALL R.EADINGS IN I\IIEGOHIIIIS UNLESS OTl:i,ERWISE NOTED: :z. IRTR/90 01990 ETI Pc-...,:, .. ..-. 5~~?~$--- , .. ' ()/4) f;. ,,tt1 1£? C7 ·re ~-l~-t::::.=e:t '°""'-\ \2-S: \ "9 / v Ov.~ ro toc..1 Jlrc~,~ PAGE_OF __ Independent Testing & Engineering Services for Energy Systems City of Carlsbad Building Inspection Department 2075 Las Palmas Drive Carlsbad, California 92009 Attention: Mr. Pat Kelly \ \ San Diego Area Office 9835 CARROLL CENTER RD. SUITE 103 SAN DIEGO, CA 92126-6507 (619) 695-9551 FAX (619) 695-0861 March 13, 1999 Subject: Equipment Labeling. Evaluation and testing of rides and equipment located at Legoland, One Lego Drive, Carlsbad CA 92008. ETI Reference No.: 227 -3721 Dear Mr. Kelly: As time is getting close to the official Legoland opening, I thought it might be appropriate to provide the City of Carlsbad with a status report of ETI labeling and testing projects at Lego land. A Rides: ETI has evaluated, tested and labeled the following rides at Legoland: 1 2 3 Type Mfg. Model No. Serial No. Rating Label No. Type Mfg. Model No. Serial No. Rating Label No. Type Mfg. Model No. Serial No. Rated Label No. Horse-Ride Metallbau Emmeln 1801 980566 208 VAC, 30 amps, 3 phase, 60 HZ. M222394 Jeep Ride (Safari Ride) Metallbau Emmeln 5206 980567 208 VAC, 50 amps, 3 phase, 60 HZ. M222397 Castle Coaster Verkoma/Dassen OR-1 (Tag#) 37551rt7166(1nstall #) 400-VAC, 225 amps, 3 phase, 60 HZ. M222393 4 Type Helicopter Ride Mfg. Verkoma/Dassen Moqel No. OR-1 (Tag#) Serial No .. 37532/77147 (Install#) Rating· 400 VAC, 116 amps, 3 phase, 60HZ~ Label-No. M222395 5 Type Intelligent Pedal Car Ride (Skycycle) Mfg. Caripro Model.No. 80·10-003 (Macnine Type) Serial No. 9.8018 (OrderNo.) Rated 1'20/208, 121 amps, 31.5 kW, 3 phase, 60 HZ. Label No. M222398 6 Type Tower Ride Mfg. FSB/Heege '• Mod.el No Tower Ride Series 53/016K Rating 400VAC, 22 amps, 15-kVA, 3 phase,.60 HZ. Label No. M222261 7 Type Boating S.chool· Conveyor Control System Mfg. BEARGtnbH Model-No. 982-022 Seri~INo; 01 Rating 208 VAC, 25 amps, 3 phase, 60 HZ. tabel No. M222274 8 Type Duplo Train Ride Mfg. Amtec Industries Model No. name Serial No. Oupio Rated 120 VAC, 60 amps, single phase, .60. HZ. Lab.el No. M222275 9 Type Fairy Tale Ride .(Boat Dark Ride) Mfg. lntamin Deutschland GtnbH & Go. Model.-No. Boat Dark Ride Serial No. T372 Rating 208 VAC, 800 amps, 3 phase, 60 HZ. Label-No. M222399 10 11 12 13 14 Type Mfg. Model No. Serial No. Rating .Label No. Type Mfg. Mo<:JelNo. Serial No. Rating Label No. Type Mfg. Model No. Serial,No. Rating. Label No. Type Mfg. Type. Serial No. Rating L.abel No. typ,e Mfg. Model No. Serial No. Ratin.g Label No. Factory Tour -Decorating Lego Engineering Decorating 67-12558. 208 VAC, 6 amps, 3phase, 60 HZ. M222271 Factory Tour -Mounting Lego Engineering Mounting 67-12559 208 VAC, 6. a'1)ps, 3 phase, 60 HZ. M222272, Factory Tour "' Packaging Lego Engineering Packaging 08-12581 208 VAC, 6 amps, 3 phase, 60 HZ: M222273 Factory Tour --Molding Machine Engel ES 80/20 HLS 3448 490 VAC; 55 amps, 3 phase, 60 HZ, M222276 Red: Bar.oh Ride Zierer. · Red Baton 15007 208 VAC, 1-25 amps, 3 phase, 60 HZ. M222277 All of the discrepancies identified by ETI have been corrected .except one that is associated with the Fairy Tale Ride, #9. above. This ride COAtains-six, 160 amp circuit breakers. that are .not listed by a Nationally Recognizea Testing Laboratory· and ETI has requested tneir replacement As of 3/12/99, ETI ·has been informed that replacements have been ordered. This ·is -the only open item that requires correction before ETI Will submit the final. report 8. Audio equipment. Legoland identified 16 audio amplifiers With ratings greater than 100 VA ETI measured current and voltage of the conductors supplyihg power to the speakers, at the amplifiers, with the amplifiers providing sound to the relate speaker systems and set at the expected vol~me. The highest VA rating obtained was 16.5 VA. The test results are identified on the attachment to thi.s letter. B. Lighting dimmer control equipment. This .equipment consists of tacks with dimmer control modules and is manufactured by Electronic Theatre Control, Inc. (ETC).. lh its original version, the racks and. the mooules are UL Listed, howev.er, some of the· -· modules in the racks contain GFCI cirC\:.lits which are not UL Listed and .the rack has been modified with the addition of a-neutral b1;.1s to accommodate the GFCI modules. ETl's evah;.1ation of the modified rack shows that the added. bils is :properly is0lated and supported. The GFCI modules are identical to the Ul,. Listed modules witn the exception of added GFCI-circuit breakers and an 8 VDC printed· cir,cuit board. ETC is in the process .of providing a test jig so that the GFCI modules can be tested-to verify ·- that the circuit breakers will trip at the desired milliamps-current. Etl exi::,eets to receive this test jig Monday, March 15,. 1999 and will proceed with testing of the GFCI medules later that week. Upon successful completion of the tests, ETI will ada a Fiel<d · Evaluation Label to each of the related -racks and supply the City of Carlsba<ll with an evaluation report. C. Low voltage lighting system around the dock at the Boating School .Ride. On Friday, March· 12, t999, ETI eyaluated-and tested this system. the. following is a system description and-test ·results. · The 12 volt lights on the dock are supplied power from a GFCI dimmer moql)le ( described above), which supplies power to three, 300 watt, UL Listed, 1.20/t5 VAC transformer. The circuit-is identifiea·.as Circuit 11-at the dimmer module and the transformers are identified as 1 1-A, 118, and 110. Each of the -transformers has a 5 amp circuit breaker installed in the primary of the isolated transformer circuit. Eact:t transformer ~upplies 3 or 4 dock lights. Each of the listed dock lights is solidly grounded with "#a AWG bare conductors clamped to the lighting fixture. Eaett lighting fixture contains a glob over the bulb and a frame to.protect the-globe from-damage. Testing: ETI verified trnat the lights and the transformers are properly greund. 'ff.le following is,the results of voltage and current measurements made at the 300 watt transformers: · Circuit 11-A 11,B 11C Pr:imary· Vplts· 112 112 112 Primary -Current 1.4 .2 1.67 Secor:idary Se.coAdary Volt$. CurreAt 11.16 12.2 11-17 11.5-14 When ETI obtains the GFCI module test tig, we will :test the GFCI for a 5 milliamps trip. This completes the status report. If you have any questions, or if we can 'be of further service, please give either ·Leif Hoagberg or myself a call at (619) 695-9551. · Sincerely, ELECTRO-TEST,. INC. ~LJ~ ~~Weber Senior Compliance Engi'neer Attachment Copy Mr. Bjarne Christen~en, Legolahd ETI testing of amplifiers with an output rating greater than 100 watts installed at Legoland Test Date: 3/11/99 ETI Reference: 227-3721 LOCATION Castle Hill Show Puppet Show Cool Cafe · Cool Cafe Leg.o Experience ShQw Lego ·Experience Show Lego Experience Show Lego Experience Show Lego l;xperience Sha~ Lego Experience Show Fire Engine Show Explorers Institute Magic Show Magic Show Leaming Center Sky Cycle Notes: AMPLIFIER QSC 1.0 QSC 1.4 QSC 1.8 MX700 QSC 1.8 QSC 1.8 QSC 1.4 ,QSC 1.4 QSC 1.0 QSC4,0 QSC 1;8 QSC 1.0 QSC 1.4 QSC 1.4 MX700 USA 900 . SPEAKER · JF80 JF80 . SB 150· JF60 i=L103 UB82 CR72. CR72 CR72 SB250 Jf 260 AUR8 Jf 260 UB82 ET2000: ·DWI M-4F VOLTAGE AMPS (volts) (amp) 1 .. 40 0.169 2.50 0.095 1.10 0~036 1.20 0.120 2.50 ·0.206 2.23 0.539, 2.39 0.178 2.30 0.171 1.~o 0.130 1.6() 0.120 1.80 0.240 11.00 1..500 2.00 0.020 1.00 0.120 1.24 0.030 1.30 0.800 VA CONDUCTORS IN/OUT - 0.2366 direct barial outdoor Q.2375 direct banal outdoor 0.0396 8477 indoor 0.1440 8477 indoor 0.5150, 8477 indoor t.2020 .. 8477 indoor 0.4254 8477 indoor 0.3933 8477 indoor 0.2340 ·8477 indoor 0.1920 8477 in~oor OA320 8477 outdoor 16.5000 8477 indoor 0.0400 8477 indoor 0.1200 8477 indoor 0.0372 8477 indoor t.0400 direct barial outdoor Amplifiers were ·set at approximately 2/3 power with the exception of the Leaming Center which was set at 1 /3 power. For the 'Lego Show, a. tone generator was used to provide a signal to the speaker at 1.kHZ. At to· kHZ, th~ current was approximately 1/3 of those shown. 8477 Belden speaker cable. It is l;Tl's understanding that this cable tnay not be suitable for a wet or damp location. ~ -.· .II@···. •' . ~~r ~ :,.., .. . . ~ . ; ~ , ~ /". · : _:: { ~ ~nc· A~o-Atff'A~'ctf'0..f"'\i , ~ ,_ '~ '-~-,,,,, . ,. • .. V·,, .. ··V·~ ·v.~.,_=·y . . Independent Testing & Engineering Services for Energy Systems March 18, 1999 City of Carlsbad Building Inspection Department . 2075 Las Palmas Drive Carlsbad, California 92009 · · · Attention: Mr. Pete Dreibelbis San Diego Area Office 9835 CARROLL CENTER RD. SUITE 103 SAN DIEGO, CA 92126-6507 (619) 695-9551 FAX (619) 695-0861 Subject: Equipment Labeling Evaluation of Electronic Theatre Controls, Inc (ETC) Dimmer Control Panels installed at Legoland, One Lego Drive, Carlsbad CA 92008. ETI Reference No.: 227-3721 Dear Mr. Dreibelbis This letter is to advise you that Electro-Test, Inc. (ETI) has completed its evaluation and testing of the following Dimmer Control Panels and has la.baled each of the panels: 1. Duplo Village, Panels DRD-1 anQ DRD3., Serial Numbers 4318 and 4317, ETI Label Numbers M222278 and M222279 respectively. ' 2. Castle Hill, Panel DRC2, Seria1Number4.314, ETI Label Number M222280 3. Lagoon, Panel DRt, Ser!al Numbe~ 4315,_ ETI Label Number 222281 4. Garden, Panel DRG1, Serial Number 4316, ETI Label Number M222282 Each panel contains a number of dimmer moC:.tules. Some of the dimmer modules in each panel contain GFCI circuit breakers, two per module, which were tested last night. The tests include verifying that the "push to test" button tripped both circuit breakers, that each circuit breaker tripped between 5 and 6 milliamps and that each breaker tripped on a fault current of 30 milliamps. All of the breakers in the mo_dules .past the tests except one circuit breaker in one module which did not trip. This module was replaced with a spare and all spares were tested. The modules tested include the ·one for the lights at the Boating School dock. With the addition ofthe modules with GFCI circuit breakers, the dimmer racks were modified to include a neutral bus. ETf. verified that this bijs is properly installed; properly supported and properly isQlated. Due to time constraints, I am not able to ·provide you with a ·final report at this time, but will have a final report out to you early next week. If you have any questions,. or if we can be of further service, please give either .Leif Hoagberg or my.self a call at (619) 695-9551. Best regards, ELECTRO-TEST, INC. :o~b&f~ Senior Compliance Engineer , • I Copy Mr. Bjarne Christensen; Legoland San Diego Area Office 9835 CARROLL CENTER RD. SUITE 103 SAN DIEGO, CA 92126-6507 {619) 695-9551 FAX {619) 695-0861 Independent Testing & Engineering Services for Energy Systems City of Carlsbad Building Inspection Departmertt 2075 Las Palmas Drive Carlsbad, California 92009 Attention: Mr. Pat Kelly March 17, 1999 Subject: Equipment Labeling Evaluation of Legoland rides. ETI Reference: 227-3721 Dear Mr. Kelly: Enclosed please find the final report as prepared by Electro-Test, Inc. {ETI) Compliance Engineer, Mr. Don Weber. In the -final reports, ETI normally provides copies of the drawings and photographs of each unit of equipment inspected. However, to keep the size of this report to a manageable level, the drawings and photos have not been included. They are in the ETI permanent file for this job and are available for your review if requested. The equipment evaluated in this report has been inspected and tested for general compliance with applicable codes and standards concerning general electrical safety. Details of this evaluation are provided in this report. Should this report be approved, please sign and date the reports cover sheet in the space provided and return a signed copy in the enclosed envelope. If you have any questions, or if we can be of further service, please do not hesitate calling me at (619) 695-9551. Sincerely, RO-TEST, INC. L~- Leif oegberg +c -- Area Manager LH Enclosure ;;; •LOaAl.l!Nl!ltQY SIUVtCH San Diego Area Office 9835 CARROLL CENTER RD. SUITE 103 SAN DIEGO, CA 92126-6507 Independent Testing & Engineering Services for Energy Systems City of Carlsbad Building Inspection Department 2075 Las Palmas Drive Carlsbad, California 92009 Attention: Mr. Pete Dreibelbis March 23, 1999 (619) 695-9551 FAX (619) 695-0861 Subject: Equipment Labeling Evaluation of modified dimmer control panels and testing of GFCI circuit breakers used in these panels installed at Legoland. ~ · ETI Reference: 229-47t2 Dear Mr. Dreibelbis: Enclosed please find the final report for the ETC Dimmer Panels and Modules as prepared by Electro-Test, Inc. (ETI) Compliance Engineer, Mr. Don Weber. The equipment evaluated in this report has been inspected and tested for general compliance with applicable codes and standards with regard to general electrical safety. Details of this evaluation are provided in this report. ' Should this report be approved, please sign and date the report cover sheet in the space provided and return a signed copy ih the enclosed envelope. If you have any questic:ms, or if we can be of further service, please do not hesitate calling me at (61-9) 695-9551. Sincerely, ELECTRO-TEST, INC. \ 'S:::~ Area Manager LH Enclosure Independent Testing & Engineering Services for Energy Systems EQUIPMENT LABELING REPORT AT LEGOLAND, CALIFORNIA ONE, LEGO DRIVE CARLSBAD, CA 92008 FOR LEGOLAND, CALIFORNIA ONE, LEGO DRIVE CARLSBAD, CA 92008 EQUIPMENT AMUSEMENT PARK RIDES INSPECTION AUTHORITY MR. PAT KELLY, SENIOR BUILDING INSPECTOR CITY OF CARLSBAD BUILDING INSPECTION DEPARTMENT 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009 ETI REFERENCE NO. 227-3721 l San Diego Area Office 9835 CARROLL CENTER RD. SUITE 103 SAN DIEGO, CA 92126-6507 (619) 695-9551 FAX (619) 695-0861 March 17, 1999 , REVIEWED BY: ~__,;;;,,~---=-1,9-/ .1 I . -' . : I : ': '• . . ~.. ···~ ;\ l;· -:,._·::( ·,_;'; :·-; ')1 ·(_:· ~-: .1·1® I Independent Testing & Engineering Services for Energy Systems I I I I I ·I I I .. 1 I I I I I I I EQUIPMENT LABELING REPORT At LEGOLAND For LEGOLAND, CALIFORNIA ONE, LEGO DRIVE CARLSBAD, CA 92008 Attention; MR. BJORNE CHRISTENSEN ETI Reference No.: 227-3721 San Diego Area Office 9835·CARROLL CENTER RD. . . SUITE 103 SAN DIEGO, CA 92126-6507 (619) 695-9551 FAX (619) 695-0861 I I TABLE OF CONTENTS I PAGE 1.0 PURPOSE 1 I 2.0 SUMMARY 1 I 3.0 GENERAL CONDITIONS OF ACCEPTANCl: 1 I 4.0 REFERENCED ELECTRICAL STANDARDS 2 5.0 EQUIPMENT INSPECTED 2 I 6.0 · INSPECTION AND FIELD TESTING PROC~DURES ·4 I 0 Component Inspection 0 Visual Inspection 0 Grouhding I 0 Guarding of Live Parts 0 Field Testing I 7.0 EQUIPMENT :EVALUATION 7 0 System Description I 0 Overcurrent Protection 0 Wiring 0 Installation & Equipment Discrepancies I 8.0 TEST EQUIPMENT 37 I APPENDIX I A REFERENCES I 0 UL-508, TEMPERATURE RISE TABLE .40.1 0 NFPA-79 REFERENCES I B. TEST DATA SHEETS I I I I I I I I I I I I I I I I I I I I I I 1.0 PURPOSE The purpose of th.ese im~pections and tests is to provide assurance that custom or non-certified equipment me.els the requirements of the appropriate codes, safety orders and industry standards. These tests are normally required by local building inspect!on agencies when a Nationally .Recognized Testing Laboratory has not certified equipment. These inspections address only the electrical system on the su_bject equipment. 2.0 SUMMARY This project was initiated at the request of Mr. Bjame Christensen of Legoland. Inspection of the equipment was performed between 3/30/98 and 3/17 /99 by Mr. Don Weber of Electro-Test, Inc. · Some electrical discrepancies were observed as described in Section 7.0 for each piece of equipment. All discrepancies were corrected. Field meas~tements were taken by ETI as detailed in Section 6.0. These measurements were within manufacturer's specifications. We consider this equipment to be in compliance with electrical codes and standards listed in Section 4.0, pursuant to the conditions of acceptance described in Section 3.0. An ETI equipment label will be affixed to the . equipment when this final report is approved. Note that final approval is under . the jurisdiction of the City of Carlsbad. 3.0 GENERAL CONDITIONS OF ACCEPTANCE 3.1 In the event of modifications resulting in a change in the materials, manufacturing methods, loading or environment that would affect the use .of the accepted .product under the provisions of the noted electrical standards, this acceptance will be considered automatically canceled. · The applicant will be required to request re-examination of this product to determine acceptability. 3.2 ETl's acceptance of the equipment referenced in Section 5.0 does not assume or discharge the responsibility ofthe equipment manufacturer, installer or other relevant parties. 3.3 Equipment ·evaluation is based upon adherence to sound engineering practices and upon compliance with the· specific sections quoted from the electrical standards referenced in Section4.0of this report. ETI Reference No. 227-3721 Page 1 I I I I I I I I I I I I I I I I I I I 3.4 This acceptance applies to the electrical circuits and components only, as referenced in this report.. Unless noted otherwise, it specifically excludes examination for suitability of use for equipment involving toxic or corrosive gases. steam and locations defined as hazardous by the National Electrical Code. 4.0 REFERENCED ELECTRICAL STANDARDS 5.0 4.1 ANSI/UL-508, Industrial Control Equipment, 161H Edition, Revisions · through October 1997. · 4.2 UL-SOSA, Oytline Investigation fot Industrial Control Panels1 October 121 1993. 4.3 ANSI/NFPA-.79, Electrical Standard for Industrial Machinery. 1997. 4.4 ANSI/NFPA-70, National Electrical Code (NEC®), 1.996. EQUIPMENT LIST 5.1 Type Mfg. Model No .. Serial No. Rating: Label·No. 5.2 Type Mfg. Model No. .serial No. . Rating Label No. 5.3 Type Mfg. Model No. Serial No. Rated label No. Horse Ride Metallbau Emmeln 1.801 980566 208 VAC 1 30 amps, 3 phase1 60 HZ. M222394 . Jeep.Ride (Safari Ride) Metallbau Emmeln 5206 .. 980567 208 VAC, so·amps, 3 phase. 60 HZ . M222397 · Castle Coaster Verkoma/Oassen · OR-1 (Tag#) 37551177166 (Install#) 400VAC, 225. amps, 3' phasef 60 HZ. M222393 ETI Reference No. 227-3721 Page2 I I 5.4 Type Helicopter Ride Mfg .. Verkoma/Dassen I Mod~I No; OR:-1 (Tag#) Serial No. 37532/77147 (Install#) Rating 400 VAC, 116 amps, 3 phase, 60 HZ. I Label No. M222395 5.5 Type lnt$lligent Pedal Car Ride (Skycycle) I Mfg. Caripro Model No. 80.10-003 (Machine Type) Serial No. 98018 (Order No.) I Rated _ 120/208, 121 amps, 31.5 kW, 3 phase, 60-HZ. Label No. M222398 I 5.6 Type TowetRide Mfg._ FSB/Heege I Model No iower Ride Series 53/016K Rating 400 VAC, 22 amps; 15 kVA, 3 phase, 60 HZ: I Label No.· M222261 Boating School 9onveyor Control System 5.7 Type I Mfg. BEARGmbH Model No. 982-022 Serial No: 01 I Rating 208 VAC, 25 amps, 3 phase, 60 HZ. Label No.-M222274 . I 5.8 Type Duple· Train Ride Mfg. Amtec Industries Model-No. none I Serial No. Duple Rated 120 VAC, 60 amps, ·single phase, 60 HZ. Label No. .M222275 - I 5.9 Type· . Fairy Tale Ride (Boat Oark Ride) I Mfg. lntamin Oeutschland GmbH & Co. Model No. Boat Dark Ride Serial No. 1372 I Ratlng 208 VAC, 800 amps, 3 phase; ·60 HZ. Label No. M222399 I I ETI Reference No. 227-3721 Page3 I I I I I I I I I I I I I I I I I I I I 5.10 Type Factory Tour-Decorating Mfg. _.. · Lego Engineering Model No. Decorating Serial No. 67-1'2558 Rating 208 VAC, 6 amps, 3 phase, 60 HZ. Label No. M222271 5.11 Type Factory Tour -Mounting Mfg. Lego Engineering Model No; Mounting Serial No. 67-12559 Rating 208 VAC, 6 amps; 3 :phase, 60 HZ. Label No. M222272 5.12 Type Factory Tour -Packaging Mfg. Lego· l;ngineering Model No: Packaging Serial No: 08-12581 Rating 208 VAC, 6 amps, 3 phase, 60 HZ. Label No. M222273 5.13 Type Factory Tour -Molding Machine Mfg._ Engel Type. ES· 80/20 HLS . Serial No. 3448 Rating 460 VAC, 55 amps, 3 phase, 60 HZ. Label No. M222276 5.14 Type Red Baron Ride Mfg. Zierer Mo~el No. Red Baron Serial No. 15.007 Rating 208 VAC, 125 amps, 3 phase, 60 HZ. Label No; M222277 6.0 INSPECTION AND FIELD TESTING PROCEDURES ; ' 6.1 Component lnspe¢ion The following ·major power components wer~ verified to be .listed by a Nationally .Recognized Test Laboratory (NRTL) or were evaluated to a NRTL Standard (see Section 7.0): · 0 0 Circuit br~akers Fuses ETI Reference No. 227-3721 0 Fuse blocks Page4 J I I I I I I I I I I I I I I I I I I I 6.2 6.3 6.4 6.5 o· Motor overcurrent 0 Indicating lights· protection 0 Cables 0 Mot.or short circutt 0 Disconnect protection switche.s 0 Terminal blocks 0 Industrial control 0 Switches panels 0 -Pushbuttons · 0 Industrial control· 0 Relays enclosures 0 Wiring 0 Receptacles Visual Inspection The equipment was visually inspected with particular attention to the following areas: . o Use of "approved" qomponents o Properly sized overcurrent protection o Wiring ~mpacity o Groundi'ng o NEC wiring methods o Guarding of live parts o Damaged components o General engineering. practices Grounding Exposed, non-current carrying parts of the equipment were verified ( eleetricaily and Visl,Jally) to be effectively grounded. Ref. NEC Article . 250. Guarding of Live Parts All internal components were enclosed in a grounded, screw closed, metal enclosure~ and were effe~ively guarded per NEC Article 110-17. Fi.aid Testing . 6.5.1 Current and VoltageMeasurements Current and voltage measurements were taken at the input to each .piece of equipment listed in-Section 5.0 under normal operating conditions. 'The measurements obtained were verified to be within the ·voltage and current ratings of the devices installed. Results: All tests were completed with satisfactory results. All measurements were found to be satisfactory and within an ETI Reference No. 227-3721 Pages I I I I I I I I I I I I I I I I I I I acceptable operating range~ Please see the Equipment Evaluation Data -Sheet. provided in Appendix B for additional information. 6.5.2 Temperature Rise Test A temperature rise test wa$ performed on all components within each piece of equipme'1t listed in··section 5.Q under normal Qperating conditions. The test was performed usign an infrared (I.R) thermometer to verify the temperature rise for each component did npt exceed those specified in Table 40.1 of UL 508. Te~peratures obtained were verified to be sufficiently low enough not to· constitute risk of fite nor to adversely affect any material employed in the equipment. -The temperature rise obtained for each component is a result of test conditions only and is not n~cessarily .indicative of the possible temperatures generated in . the operating environm~nt. · Results: All' tests were complet.ed with satisfactory results. All temperatures recorded were less than the maximum acc:$ptable ·temperature rise for each component. Please see the Equipment Evaluation Data Sheet· provided ih Appendix ·B for additional informatipn. 6.5.3 Insulation Resistance Test ~. -. An insulati~li r~sistance test ·was performed on the equipment listed in Section: 5 .. O to verify the -dielectric. integrity of the insulat,ing medium. VQltage was applied phase_ to ground at 500 or 1 ooo VD9, a~ applicable, for 1 minute on the incoming supply ~nductors of each piece of equipment tested. Results: All test resultswete completed.with satisfactory results. Please see the l;quipment t:valuation Data Sheet provided in Appendix B fo~ additional information. ETI Reference No. 227-3721 Page6 I I I I I I I I I I I I I I I I I I I 7.0 EQUIPMENT EVALUATION 7.1 Type Horse Ride Mfg. Metallbau Emmeln Model No. 1801 · Serial No. . -980566 Rating 208 VAC, 30 amps, 3phase, 60HZ. 7.1.1 System Description This ride consists of individual molded horses powered by a 48 voe motor that travels around a track suppli~d power at 42 voe . from a main power-and control cabinet. 7.1.2 Grounding . . Exposed, non-current carrying parts of the equipment were verified { electrically and visually) to be effectively grounded per the applicable provisions of NEC Article 250. 7 .1.3 Guarding of Live Parts All internal components were· inspected for installation in a suitable enclosure and were effectively guarded per NEC Article 110-17. 7 .1.4 Overcurrent Protection This equipment is protected by an adjacent, 50 amp, 240 volt, 65 kAIC, panel mounted circuit breaker. Internal protection is shown on the drawings supplied for the inspection. · 7.1.5 Wiring· This· equipment is supplied with single conductor, #4 AWG, 600 volt THHN, THWN_. MTW type wiring. Internal power Wiring is #14 AWG or larger. ETI Reference No. 227-3721 Page? I I I I I I I I I I I I I I I I I I I 7 .1.6 Discrep~ncie~ and Corrections .01 Control Panel Nameplate Required · This control panel was not provided with the required .nameplate. Correction: A permanent nameplate· was installed with the following information. a) M~nufacturer's name or trademark. b) l;:quipment catalog_ ot serial number. cj The following electrical ratings: 1) Rated voltage. · · 2) Full load current. · · 3) Ampere or horsepower rating of largest motor. 4) Number of phases if other than sign le phase. '5). Rated frequency. Reference: UL 508, Paragraph 57. 1 . UL 508A, Paragraphs 20.1, 20.2 -NFPA-79, Paragraph 4. 7 .02 Enclosure doors/covers not properly bonded to the . equipment ground. · · . The dqors/cov~rs accessing electrical components on this equipment.did not have bonding jumpers to the equipment ground. The hinges canno~ be relied upon, witt, time, to provide an effective ground.- Correction: Bonding jumpers were installed from the doors/covers to the equipment ground. Reference: NEC Articles 250-51, 70, 75 and 118 .03 Components not listed by an approved independent testing agency. The NEC requires equipment to 'be acceptable only if approved by an acceptable independent testing agency. The 125 amp and 160 f)mp fuses· in the DC circuits were not labeled by; an approved agency. ¾. . • Correction: All of the fuses were replaced with 125.amp UL iisted fuses. · ETI Reference No. 227-3721 Pages I 1· I I I I I I I I I I I I I I I I I Referenc::e: NEC Arti~le 110-2 .04 Warning ~arking Required · This enclosure was not prQvided .with a cautionary marking warning of the hazardou~ voltages· contained within. Correction: A cautionary marking was installed on the outside of the enclosure stating the following: -Reference: NFPA 79, Sijbclause 11.10 NEce, ~ec~i~n 110-3(a)(8) .05 Fuse replacement sign required. This equipment di~ not cc:mtain the required sign. J; Correction: The following sign was. added adjacent to any fu$es or fuse ·blocks inside the equipment: "CAUTION, For continued protection against risk of fire or injury, replacement fuses are to be of the same size, typ.e and rating". · Reference: UL-SOSA, paragraphs 13.3 and 20.2 .Q6 Drawings did not match the equipment. The following discrepancies were noted between the equipment and the drawings: Fuse designations were shown for some installed circuit breakers, conductor and bus bar sizes wer~ not shown-on the drawings and some component ratings shown on the drawings did not match the components installed.· Correction: The drawings were corrected to match the instalied equipment, including modifications. Reference: NFPA-79, Section 4.2 ETI Reference No. 227-3721 Page9 I I I I I I I I I I I I I I I I I I I 7.2 ,• i .. Type Jeep Ride (Safari Ride) . . Mfg. Model No~ Serial No. Rating Metallbau Emmeln · · 5206 980567 208 VAC, 50 amps,· 3 phase, 60 HZ. 7 .2.1 System Description This ride consists of individual moldedjeeps powered by two, 42 voe motors in series that lravels around a track supplied power at 42 voe from a main po~er anq control' cabinet. 7 .2.2 Grounding ;_ · : Exposed; non-current carrying parts of the equipment were verified ( electrically and visually). to be effectively grounded per the applicable-provisions of NEC_Article 250. · 7.2.3 Guarding of Live Parts · All internal components were inspected for installation in a suitable enclosure and were effectivelY:guarded per NEC Article 110-17. 7.2.4 Overcurrerit Protection . . This equipment is protected by an adjacent, 100 amp, 240 volt, 65 kAIC, panel mounted circuit breaker: · Internal protection js shown on.the.drawings supplied for the inspection. · ·· · · 7;2.5 Wiring · This equipment is ·supplied with single conductor, ##4 AWG, 600 volt THHN, THWN, MTW type wiring. Internal power wiring is #14 AWG or larger. 7.2.6 Discrepancies and CorrecUons .01 Con~rol Panel Nameplate Required . ' ' ihis con.trol panel was oot provided with the required nameplate. ETI Reference No. 227-3721 Page 10 I I I I I I I I I I I I I I I I I I I Corredion: A permanent nameplate was installed with the following. information. a)Manufadurer's name or trademark. d) Equipment catalog or serial number. e) The following eledrical ratings: · · 1) · Rated voltage.. . 2) Fufl load current. 3). Ampere or hor$epower rating of largest motor. . 4) Number of phases :if other than signle phase. 5) Rated frequency. Reference: UL sos: Paragraph 57 .1 . UL 508A, Paragraphs 20.1, 20.2 NF.PA-79, Paragraph 4. 7 .02 Enclosure doors/rovers not properly bonded to the equipment ground. The dOQrs/covers accessing eledrical components on this equipment d.id· not have bonding. jumpers to the equipment ground. The hinges cannot be relied upon, with time, to provide an effedive. ground. . . Correction: Bonding jumpers were installed from the ·d.oors/covers to the equipment ground. Reference: NEC Articles 250-51, 70, 75 and 118 .03 . Components not listed by an approved independent testing ··agency. The NEC requires equipment to be acceptable only if approved by an acceptable independent testing agency. The 160 amp and 250 amp fuses in the DC circuits were not labeled by an approved agency. Correction: All .of the fuses were replaced with 125 amp UL listed fuses. · Reference: NEC Article t10-2 ETI Reference No. 227-3721 Page 11 I I I I I I I I I I I I I I I I I I I . ' h .04 . \JYaming Marking Required . . This enclosure was not .provided with a cautionary marking wamirig of the hazardous voitages contained within. Correction: A cautionary marking was installed on the outside of the enclosure st~ting the following: Reference: Nf:PA 79, Subclause 11 .. 10 NEC4D, Section 110-3(a)(8) .05 Fuse replacement sign r~quired. i Thi~ eqL:Jipment did not ~ntain the required sign. Correction: The following sign was added adj~cent to any fuses or fuse blocks inside the equipment: . . "CAUTION; For continued protection against risk of fire or injury, replacement fuses are to be of the same size, type and rating". Reference: UL-SOSA; paragraphs 13.3 and 20.2 . 06 Drawings did not match the equipment. The following discrepancies were noted between the · equipment arid the drawings: . Fuse designations were shown for some· installed circuit breakers, conductor and bus bar sites were not shown. on the drawings and some comp(>nent ratings shown on t~e drawings did not match the components installed . .' · · Correction: The drawihgs were corrected to match the installed equipment, including modifications. Reference: NFPA-79, Section 4.2 ETI Reference No. 227-3721' · ,, . Page 12 I I I I I I I I I I I I I I I I I I I 7.3 Type Mfg. Model No. Serial No. Rated Castle Coaster Verkoma/Dassen OR-t (Tag#) 37551ll7166 (Install#) .. 400 VA<;,, 225 amps, 3 phase, 60 HZ. · 7 .3.1 System Description This is a roll~r coaster ride with several motors used in various locations to· move the cars from one section of the ride to another. The ride is provided by Verkoma but the electrical power and control are supplied by Dassen. . . . 7 .3.2 Grounding Exposed, non-current carrying parts of the equipment were verified (electrically and visually) to be effectively grounded.per the applicable provisions of NEC Article 250. 7.3.3 Guarding of Live Parts All internal components· Were inspected for installation in a suitable enclosure and were effectively guarded per NEC Article 1. 10-17. 7.3.4 Overcurrent protection This equipment 1s protected by an adjacent fused disconnect switch with 400 amp, 600 volt, 200 kAIC fuses. Internal protection is shown on the drawings supplied for the inspection. · · 7.3.5 Wiring. This equipment is supplied with single conductor, #350 MCM 600 volt THHN, THWN, MTW type wiring. Internal power wiring is#14AWG or larger. ETI Reference No. 227-3721 Page 13 I I I I I I I I I I I I I I I I I I I 7.3.6 Discrepancies and Corrections , .01 Control Panel:Nameplat~ Required This control p~nel was not provided with the required nam~plate. ¢orrection: A ·permanent nameplate was installed with the f~llowing information .. a) Manufacturer's name or trademark. b) EqtJipment catalog or serial number. c) The following electrical ratings: 1). Rated voltage. · · 2) Full load current.· 3) Ampere or horsepower rating of largest motor. 4) Number of phases if oth~r than signle phase. 5) .. Rated frequ~ncy. li. . . . . Reference; :uL 508,·Paragraph 57.1 .. . UL 508A, Paragraphs 20. t, 20.2 -NFPA-79; Paragr~ph 4.7 .02 Warning Marking Required This enclosure was not provided with a cautionary marking warning of the hazardous voltages contained within. . . Correction: A cautionary marking wa~ installed on the outside of the e_nclosure _stating the following: . . Refer~n~: NFPA 79, ·Subclause 11. 1 0 · · -NECe, Section 110-3(a)(8) . 03 FQse· replacement-sign required. Thi~ equipment did not contain the required sign. Correction: The following sign was added adjacent to any fuses or fuse -blocks inside the equipment: ETI Reference No. 227-3721 Page 14 I I I I I I I I I I I I I I I I I I I 7.4 .04 .. CAUTION, For continued protection against risk of fire or injury, replac~mwnt fuses are to be of the same size, type and rating". Reference: UL-508A, paragraphs 13.3 and 20.2 Drawings did not match .the equipment. The ratings shown on the drawings for some of the components did not match the· rating infotmation of the components iii the ·equipm~nt and the drawings did not show conductor and busbar sizes. Correction: Updated drawings were provided, that a~rately show the installed .components and have conductor and· bus bar sizes. Reference: NFPA-79, Section 4.2 · .05 · Inadequate transformer pr.otection1 Type Mfg. Model No. S.erial No. Rating The. 25 amp fuses protecting the primary of 2-kVA-control transfontter were too large to provide the required protection. · . Correction: The drawings eti was using for the inspection did not show the existence of a 1 0 amp circuit breaker installed in the equipment which prov_ides the required protection. Reference: NEC Article 450-3(b )(2) Helicopter Ride Verkoma/Dassen OR-1 (Tag#) 37532(171:47 (Install#) 400 VAC, 116 amps, 3 phase, 6_0 HZ. 7.4.1 System Description this ride consists of 12 small helicopters that move up and down and from left to right and back. ETI Reference No. 227-3721 Page 15 I I I I I I I I I I I I I I I I I I I 7.4~2 Grounding Exposed noncurrent carrying parts of the equipment were verified (electrically and visually)"to.be effectively grounded per the applicable p~ovisions of NEC Article 250. · 7.4.3 · G1;.1arding of Live f>arts · All internal componer,ts were inspected for installation in a suitable enclosure and are effective.ly gu~rded per NEC Article-11.0-17. 7.4.tl'fll/lt protection _ · _ •. _ · This equipment is prott;!cted by an adjacent fused disconnect switch With 200 amp, 600 volt,,200 t<AIC fuses. Internal protection is ~hown on the ·drawings supplied for the inspection. · 7.4.5 Wiring This equipment is supplied witb-single conductor, #3/0 AWG, 6.00 volt THHN,· THWN, MTW type wiring.. . Internal power wiring is #14 AWG or larger. 7.4.6 Discrepancies and Corrections .01 Control Panel Nameplate Required This ~ntrol panel was not provided with the requjred nameplate. Correction: A permanent nameplate was installed with the following information. a) _Manufacturer's name or trademark. b) Equipment ·catalog ot $erial number. c) . The following electrical ratings: · 1) ·Rated voltage. . 2) Fuff load current. . 3) Ampere or horsepower rating of largest motor. 4) Number of phases if ·other than signle phase. 5) Rated fr~uency. ETI Reference No. 227-3721 Page 16 I I I I I I I I I I I I I I I I I I I . . . Reference: UL 508, Paragraph 57 .1 UL 508A, Paragraphs 20.1, 20.2 NFPA-79, Paragraph 4. 7 Reference: NEC Article 110-21 .02 Waming Marking Required This enclosure was not provided with a cautionary marking waming of the hazardous voltages contained within. Correction: A cautionary marking was installed on the outside of the enclosure stating the following: Reference: NFPA 79, Subclause 11.1 O . ""' NEC®, Section 110-3(a}(8} .03 Fuse replacement sign required. This equipment did not contain the required sign. Correction: The following sign was added adjacent to any fuses or fuse blocks inside the equipment: "CAUTION~ For contiri1,1ed protection against risk of fire or injury, replacement fuses are to be-of the same size, type and rating". . Reference: UL-SOSA, paragraphs 13.3 and 20.2 . - . 04 Drawings did not match the equipment. The ratings $hewn on the drawings for some of the components did not match the rating information of the components in the equipment and the drawings did not show conductor and busbar sizes. Correction: Updated drawings w~re provided, that accurately show the installed components and have conductor and bus bar sizes. · Reference: NFPA-79, Section 4.2 ETI Reference No. 227-3721 Page 17 I I I I I I I I I I I I I I I I I I I 7.5 .05 ' Inadequate transformer protection. Type Mfg. Model No. Serial No. Rated · The 25 amp fuses protecting the primary of 2-kVA-control transformerwere too·1arge to provide the required protection. Correction: A $8parate set of 1 O amp fuses was added to the tra,nsformer primary circuit. Reference·: NEC ·Article ~~0-3(b)(2). Intelligent Pedal Cat Ride (Skycycle) Caripro . . . ·. ao10-003 (Machine Type) 98018 (Order No.) 120/208, 121 amps; 31.5 kW, 3 phase, 60 HZ. 7.5.1 System Description This ride consists of vehicles that move around a track, which is supplied power from :a main power-arid control enclosure. 7.5.2 .Grounding •. Exposed nohcurrerit carrying. parts. of the equipment were verified ( electrically and .visually) to be effectively grounded per the applicable provisions· of NEC· Article· 250. 7.5.3 Guarding of Live Parts All internal components were-inspected for installation in a suitable enclosure and are effectively·gu~rded per NEC Article 110-17. 7.5.4 Over~rrent protection This equipment -is protect~d by an adjacent, 150 amp, 600 volt, 42 kAIC, panel ~ounted circuit breaker~ Internal protection is shown on the drawings supplied for the inspection. ; : · ETI Reference No. 227-3721 Page 18 I I I I I I I I I I I I I I I I I I I 7.5.5 Wiring. This equipment ls supplied with single cohductor, #1/0 AWG, 600 volt THHN, THWN, MTW typ~ wiring. . . lhternal power wiring is #14 AWG or larger. 7.5.6 Discrepancies and Corrections .01 Drawings did not match the equipment The drawings supplied fc;,r the inspection were identified as "Concept' drawings ·and were incomplete about the use of symbols for fuses and circuit breakers and conductor sizes. Correction: Drawing$ matching the equipment were provided and are included with this report. Reference·: NAl:'A-79, ~action 4.2 .02 Components not listed by arr approved independent testing agency. Some of the circuit breakers shown on the drawings for the control panel and installed on the vehicles are not listed by an approved agency. Correction: These components were replaced with components listed by Underwriters Laboratories. Reference: NEC Article 110-2 .03 Warning Marking Required This enclosure was not provided with a cautionary marking warning of the hazardous voltages contained within. . . Correction: A cautionary marking was installed on the outside of the enclosure .stating the following: · Reference: NFPA 79, Subclause 11.10 NEC®, Section 110-3(a)(8) ETI Reference No. 227-3721 Page 19 I I I I I I I I I I I I I I I I I I I 7.6 Type Mfg. Model No Series Tower Ride FSB/Heege Tower Ride · 53/016K . Rating 400 VAC, 22 amps, 15 kVA, 3 phase, 60 HZ. 7.ES.1 System Description This ride consists of chairs th~t move vertically arid around a center pole. Each chair·t,as ·its own motor for vertical motion and a motor that rotates the chairs around a pole. 7.6.2 Grounding· _ .· . . -., Exposed noncurrent carrying parts of fhe equipment were verified ( electrically and visually) to be effectively grounded per the applicabl~ provisions.of NEC Article 250. . 7;6.3 Guarding of Live Part$ All internal components were inspected for installation in a suitable enclosure and are effectively guarded per NEC Article 110-17. 7.6A Overcurrent protection This equipment is protected by a_ remote, 60 amp, 480 volt, 18 kAIC, panel i::nounted circuit ~reaker. . . . lnternai·protection· is shown ~n the drawings supplied for the inspection and included with this r~pQrt. 7.6.5 Wiring This ~quipment is supplied with single conductor, t#6 AWG, 600 volt THHN; THWN, MTW type wiring. · Internal power ~iring i~ #14 AWG or larger. 7.6.6 Discrepancies and Corrections .01 Warning Marking-Required- . . . This .enclosure was not provided with a cautionary marking warning ofthe hazardous voltages contained within. ETI Reference No. 227-3721 Page20 I I I I I I I I I I I I I I I I I I I Correction: A cautionary marking was installed on the outside of the enclosure stating the followi_ng: Reference: NFPA 79, ·subclause 11.10 NEC•, Section _110-3(a)(8) .02 Fuse replacement sign·reqtJired. UL-soaA, paragraphs 13.3 and 20.2, require a fuse replacement sign adjacent to any fuses or fuse blocks. This equipment was missing the required sign. Correction: The following sign was added adjacent to any fuses or fuse blocks inside the equipment. · "CAUTION, For continued pr:otection against risk of fire or injury, replacement fuses are to be of the same size, type.and ratir,t\ .03 Drawings did n·ot match th~ equipment. The drawings supplied for th_e evaluation did not match ttie installed circuits and were not in Engli$h. Correction: Corrected drawings were provided and are included with this report. Reference: NFPA-79, Section 4.2 .04 Inadequate transformer protection. Transformers are to. have properly sized primary and secondary protection. The 4 amp fuses, F3, protecting the priniar,:y oHhe 230/24 VAC control transformer, were too large to provide the required protection. Correction: The· fuses were replaced with a 1-amp fuse. . . Reference: NEC Article 450-3(b)(2) ETI Reference No. 227-3721 Page21 I I I I ·1 I I I I I I I I I I I I I I 7.7 Type Mfg. Model No. Serial Net Rating Boating School Conveyor Control System BEARGmbi-1 982-022 01 . . 208 VAC, 25 amps,. 3 phase, 60 HZ. 7. 7 .1 System Description This equipment is used to conv~y boats to the loading and unloading· station. · 7.7.2 Grounding Exposed, -non-current.carrying parts of the equipment were verified {electrically' an~ visually) to be ~ffectively grounded pet the applicable pt(?visions of NEC Article 250. · · 7. 7.3 Guarding of Live· Parts All internal components were inspected for installation in a suitable enclosure and were effectively guarded per NEC Article 110-17. 7.1.4 Overcurrent Protection This equipment is protected by a rem~te, .11 O amp, 240 volt, 1 O kAIC, panel mounted cir~it breaker: Internal protection is shown. on the drawings supplied for the inspection. 7.7.5 Wiring . This equipment is supplied with.sihgle conductor, '/16 AWG, 600 volt THHN, tHWN, MTW type wiring. Internal pQwe~ wiring is #14 AWG or larger. , 7. 7.6 -Discrepancies and Correction$ · .01 Equipment nameplate was not permanent and was missing some information. · The nameplate for this equipment _was not permanent and was missing a model and serial number. Additionally, the ETI Reference No. 227-3721 Page22 I I I I I I I I I I I I I I 1· I I I I nameplate shows the manufacturer as Spencer but the drawings are from Bear GmbH. Correction: A permanent nameplate was added with the correct information and· shows the manufacturer as GmbH. Reference.: NEC Article_ 110-21 ,. .02 Conductors Improperly T~rminated Before Switch The incoming conductors supplying this control panel were - incorrectly terminated at a terminal block ahead of the disconn~ing switch. · Correction: The incoming supply conductors were re-routed tc,, terminated at the disconnect switch with no connection to terminal blocks ot other devices ahead of the disconnecting means. · Reference: NFPA 79, Subclause 7.6 .03 Warning Marking Required This ~nclosure was not provided with a_ cautionary marking warning of the hazardous voltages contained within. Correction: A cautionary marking was installed on the outside of the enclosure .stating tbe following: Reference: NFPA 79, Subclause 11.10 NEC•, Section 110.-3(a)(8) Reference: NEC Article 110-17(c) .04 Improperly s·ecured A B. Frequency Converters. The two small.er frequency converters mounted on the back panel were only held in place with one bolt. The bolt holes were never provided for the other three mounting locations on each converter. J; • Correction: The converters are riow properly mounted. Reference: NEC®, Sections 110-3, 110-12 ETI Reference No. 227-3721-Page23 I I I I I I I I I I I I I I I I I I I 7.8 Type . • 11 • • .05 lmproperlY. -appUe~ m~in ~witch. The main disconnect switch for this equipment is rated· at 5 HP, which; according to NEC Table 430-150 has an ampere rating of 16. 7 amps at 208 volts. The equipment namepl~te shows a current rating of 25 amps. The main disconnect switch was too small for the rating of the equipment. .Correction: The switch was replaced with a UL Listed switch with. a 15 HP, 63 amp rating. Mfg. Model No. Serial No. Rated Duple Train Ride Amtec Industries none. Duple,, 120 VAC., 60 af!lps, 3 wire,. single phase, 60 HZ. 7.8.1 System D~scription This equipment is used to supply 24 Volts DC for the train ride through a Rapid Technologies Power Supply that is installed within the equipment enclosure. 7.8.2 Grounding Exposed, non-current carrying. parts of the equipment were verified ( electrically and visually) to be effectively grounded per the applicabl.e provisions of NEC Article 250 .. 7 .8,3 Guarding of Live Parts ~- · All internal components were inspected for installation in a suitable enclosure and were effectively guarded per NEC Article 110-17. 7.8.4 Overcurrent Protection This equipment -is protected by an adjacent, 50 amp, 240 volt, 1 O kAIC, panel mounted circuit breaker .. Internal protection is shown on the drawings supplied for the inspection. ETI Reference No. 227-3721. Page 24. I I I I I I I I I I I I I I I I I I I 7 .8.5 Wiring This equipment :is supplied with single conductor, tl6 AWG, 600 volt THMN, THWN, MTW type wiring. Internal power w.iring is #14 AWG or larger. 7.8.6 Discrepancies and Corrections .01 9ontrol Panel Na,:neplate. R~uired- This control panel was riot provided with the required nameplate. Correction: A permane_nt nameplate was installed with the following information. a) Manufacturer's name or trademark. b) Equipment catalog· or serial numbe,r. c) The following electrical ratings: 1) Rated voltage. 2) Full load current. . 3) Ampere or horsepower rating of largest motor. 4) Number of phases if other than signle phase. 5). Rated frequency. Reference: UL 508, Paragraph 57.1 · UL 508A, Paragraphs 20.1, 20.2· . NFPA-7~, Paragraph 4.7 .02 Warning.Marking Required. .. This enclosure was not provided with a cautionary marking · warning of the hazardous voltages contained within. Correction: A cautionary marking was installed on the outside of \he enclosure stating the following: Reference: NFPA 79, Subclause 11.10 . NEC", Section 110-3(a)(8) ETI Reference No. 227-3721 Page 25 I I I I I I I I I I I I I I I I I I I 7.9 Type Mfg. Model No. Serial No. Rating Fairy Tale Ride (Boat Oark Ride) lntamin Deutschland GmbH & Co. Boat Dark·Ride · T372 · · · .. 2oa· VAC, 800 ·amps, _3 _phase, 60 HZ. 7 .-9.1 System Description This equipment is to $Upply power and. control to submerged water pumps, which propel boats through a channel. 7.9.2 Grounding . . . Exposed noncurrent carrying ·parts of the equipment were verified ( electrically and visually) to be effectively grounded per the applicable provisions of NEC Article 250. · · 7.9.3 Guarding of Live,Par_ts · •• ,!J All internal' components were inspected for installation in a suitable enclosure and-are effectively guarded per N~C Article 110-17. 7.9.4 Overcurrent Protection· . . This· equipment .is protected by a remote, aoo amp, 600 volt, 65 kAIC, panel mounted circuit breaker. · ' Internal protection js shown on the. drawings supplied for the . inspection. 7.9.5 Witing This equipment is supplied with two,· single conductors per phase of 600 MCM, 600 v(?lt_ THHN, THWN, MTW type wiring. :: -. . . 7.9~6 Discrepancies and Corr~ctions · . .01 Components not listed by an approved independent testing agency: Equipment .and components are acceptable for use only if approved by an acceptable independent testing agency. Acceptable equipment artd components would be those listed by a Nationally Recognized Testing Laborato·ry ETI Reference No. 227-3721 Page26 I I I I I I I I I I I I I I I I I I I (NRTL). There are six, 160 amp circuit breakers in the main cohtrol enclosure that were not labeled l:?Y a NRTL. Correction: These breakers were replaced with Nationally Recognized Testing .Laboratory Labeled breakers. Reference: NEC Article 110-2 .02 Drawings do not match the equipment. Electrical drawings are required to. exactly match the installed equipment. The component designations shown on the drawings supplied for the inspection are missing prefix numbers. For example, all of the six circuit breakers identified above are all shown ~s "-CB1n on the drawings. · The components in the equipment are marked with the prefix designations. Correction: The drawing number is the-prefixes number for ~mponents on that drawing and correspond to the designations of the components in the equipment. Reference: NAPA-79, Section 4.2 .03 Control Panel Nameplate Required This control panel was not provided with the required nameplate. Correction: A permanent nameplate was installed with the following inform~tion. a) Manufacturer's name or trademark. · b) Equipment catalog or serial number. c) The following electrical ratings: 1) Rated voltage. 2) · Full load current. ·3) Ampere or horsepower rating of largest motor. 4) Number of phases if ~th~r than signle phase. 5) Rated frequency. . · . . Reference: UL 508, Paragraph 57 ~ 1 UL 508A, Paragraphs 20.1, 20.2 NFPA-79, Paragraph 4. 7 .04 Wamjng Marking Required ETI Reference No. 227-3721 Page27 I I I I I I I I I I I I I I I I I I I 7.10 Type This enclosure was not provided With a ct;iutionary marking warning of the hazardous voltages contained within. Correction: A cautionary marking was installed on the outside e>f :the enclosure stating the following: Reference: NFPA 79,. Subclause 11.1 O NEC-, Section· 110-3(a}(8} Mfg. Model No. Serial No. Rating Factory Tout, Decorating Lego Engineering Decorating 67-12558. . 208 VAC, 6 amps; 3 .phase, _60 HZ. 7.10.1 System Description .. . . This equipn,~nt is u~ed to paint-the Legoland Logo on to Lego blocks. · -· ·' · · · 7.10.2 Grounding . Exposed nohcurrent carrying -parts of the equipment were verified (electrically and visually) to be effectively grour.ided per the applicable provisions of NEC Article 250. 7.10.3 Guarding of Live Parts All internal components were inspected for installation in a suitable enclosure and are effectively ~uarded per NEC Article 110-17. 7 .10.4 Overcurrent Protection , This equipment i~.protected by an-adjacent, 15 amp, 240 volt~ 10 kAIC, panel mo~nted ci_rcuit breaker. ·internal protection is $hown on the drawings -supplied for the inspection. · · · 7 .. 10.5 Wiring ETI Reference No. 227-3721 Pa~e28 I I I I I I I I I 1· I I I I I I I I I . - This equipment is supplied with single conductor, #12 AWG, 600 · volt THl:iN, THWN, MTW type wiring. . Inter-rial power wiring is #14 AWG or larger. 7.10.6 Discrepancies and Corrections .·01 Warning Marking Required Entrances to enclosur~ accessing energized components are to have a disconnect power sign. This equipment did not have .the required sign. The triangle symbol on the . enclosure provides the "Warning• requirement and the symbol inside the triangle identifies an "electrical hazard" but the overall symbol does not provide instructions on what . to do about the potential hazard. . :· Correction: A cautionary marking was installed on the outside :of the enclosure ~tating· the following:· Reference: NFPA 79, Subclause 11.10 · NEc.e, Section 110-3(a)(8) .02 Conductors Improperly Terminated Before Switch The incoming conductors supplying this control panel were incorrectly terminated at a terminai block ahead of the disconnecting switch. Correction; The incoming supply conductors are now terminated at the disconnect switch with no connection fo terminal blocks or other devices ahead of the disconnecting means. Reference: NFP~ 79, Subclause 7.6 .03 Motor Short-Circuit Protection Required The multiple motors installed on. this equipment are not provided with the -correctly sized short-circuit protection in compliance with Nece, Section 430-53(a). The panel mounted 20 amp branch circuit breaker was -to large to provide the required protection. ETI Reference No. 227-3721 Page29 I ·1 I 1· I I I I I I I I I I I I I I I 7.11 Type Correction: The 20 amp circuit breaker was replaced with a 15-amp circuit breaker. · Reference: NFPA 79, Subclause 8.5 NEce, Section 430-53 Mounting. - Mfg. Model No. Serial No.· Rating Lego Engin~ring · Mounting 1 • 67-12559 · 208 VAC, 6 amps, 3 phase,· 60 HZ. . ' 7 .11.1 System Description . . _ ._ This equipment is used to mount wheels on Lego Blocks 7.11.2 Grounding Exposed noncurrent carrying parts of the equipment were verified ( electrically and visu~lly) to be effectively grounded per the applicable provisions of NEC .Article 250. 7 .1 t.3 Guarding of ~ive Parts . . r, . . . All internal. components were jnspected for install~tion in a s1.,litable enclosure-a·nd are effectively .g~arded per NEC Article 110-17. 7 .11.4 Overcurrent Protection · This equipment is protected by an adjacent, 15 amp, 240 volt, 1 O kAIC, panel mounted cir~it breaker. Internal· protection is shown on the drawings supplied for the inspection. · · 7.11.5Wiring · This equipment is supplied with single conductor, #12 AWG, 600 volt THl:iN, "J;,HWN, MTW type wiri~g. lnternai po~er·wiring is #14 AWG or iarger. 7.11.~ Discrepancies and Corrections _ ETI Reference No. 227 ,.3721 Page30 I I I I I I I I I I I I I I I I I I I .01 Warning Marking Required Entrances to enclosure accessing energized components · are to have a disconnect power sign. This equipment did not have the required sign. The triangle symbol on the · · enclosure provides the "Warning• requirement and the symbol inside the triangle .identifies an "electrical hazard• but the overall symbql does not provide instructions on what to do about the potential hazard. · Correction: A cautionary marking was installed on the outside of the enclosure stating the-following: Reference: NFPA 79, Subclause 1 t. 10 NEC®,·section 110-3(a)(8) li .02 Conductors l111properly Terminated Before .Switch The incoming conductors supplying this control panel were incorrectly terminated at a terminal block. ahead of the disconnecting switch. Correction: The incoming·supply conductors are now terminated at the disconnect switch with no connection to terminal blocks or other devices ahead of the disconnecting means .. Reference: NFPA 79, Subclause 7.6 .o~ Motor Short-Circuit Protection Required The multiple motors installed on this equipment are not provided with the correctly sized short-circuit pro~ection in compliance_ with NEC®, Section 430-53(a). The panel mounted 20 ~mp branch circuit breaker was to large to provide the required protection. Correction: The 20 amp circuit .breaker was replaced with a 15 amp circuit breaker. · Reference: NFPA 79, Subclause 8.5 NEC®, Section-430-53 ETI Reference No. 227-3721 . J Page 31 I I I I I I I I I I I I I I I I I I I 7.12 Type Packaging Mfg. Model No. Serial No. Rating Lego Engineering ·. Packaging 08-12581 208 VAC, 6 amps, 3 phase, 60 HZ. 7 .12.1 System Description This equipment is used to package small containers with assembled Lego vehicles. and bl~s. 7 .12.2 Groundin_g ;_ Exp·osed noncurreht carrying part~ of the equipment were verified _ (electrically and vjsually)·to be effectively·grounded per the applicable provisions of NEC Artie!~ 250. . 7.12.3 Guarding of Live Part~ All internal components were inspected for installation in a suitable enclosure and are effectively guarded per NEC Article 110-17. 7 .12.4 Overcurrent, Protection · This equipment is protected by an adj~cent, 15 amp, 240 volt, 1 o kAIC-,-panel mounte~ circuit breaker. lnt~rnal protection js shown on the drawings supplied for the inspectio~_. _. ·_ ·· . 7.12.5 Wiring . . This e.quipment is supplied with single conductor, #12 AWG, 600 volt°THHN, THWN, MTW~type-Wiring. . . Internal po.war wiring is #14 AWG or larger. 7.12.6 Discrepancies and Corrections . . 01 Warning Marking Required Entrances to enclosure accessing energized components_ are.to h~ve a disconnect po~er sign. This.equipment did not have the required sign. The triangle symbol on the enclosure provide·s the "Warning" requirement and the ' . . ~ $ , ETI Reference. No. 227-3721 Page 32 I I I I I I I I I I I I I I I I I I I symbol. inside the triangle identifies an "electrical hazard" but the overall symbol does not provide instructions on what to do about the potential· hazard. Correction: A cautionary marking was installed on the · outside of the enclosure st~ting the following: Reference: NFPA 79, Subclause ·11.1 0 NEC•, Section 110-3(a)(8) .02 Conductors Improperly Terminated Before Switch The incoming-conductors supplying this control' panel were . incorrectly terminated at a terminal block ahead of the · disconnecting switch. . Correction: The incoming supply conductors are now terminated at the disconnect switch with no connection to terminal blocks or other devices ahead of the disconnecting meahs. · Reference: NFPA 79, Subclause 7.6 .03 Motor Short-Circuit Protection Required The multiple motors installed on this equip.me_nt are not provided _with the correctly sized short-circuit protection in compliance with NEC•, Section 430-53(a)-. The panel mounted 20 amp branch circuit breaker was to large to provide the required protection. Corr.action: The 20 amp circuit breaker was replaced with a 15 amp _circuit breaker. · Reference:: NFPA 79, Subclause :8.5 ·, NEC•, Section 430-53 ETI Reference No. 227-3721 Page33 I I I I I I I I I I I I I I I I I I I .. j 7.13 Type Mfg. Type. Serial No. Rating Factory Tour..;_ Mo~ding Machine Engel ES 80/20 HLS 3448 460VAC, 55 amps, 3 phase, 60 HZ: 7 .13.1 System Description This equipment is used to show ho~ an injection molding process produces Legoland Bricks 7.13.2 Grounding Exposed non'-current carrying_ parts of the equipment were verified { electrically and visually) to b~-effectively grounded· per the appliec;tble provisions of N~ C Article 250. 7.13.3 Guarding of Live Pt:irts All internal components were inspected for installation in a suitable enclosure and are effectively ·guarded per NEC Article 110-17. 7. 1:3.4 Overcurrent Protection This equipment is protected by a remote, 60 amp, 480 volt, 18 kAIC,_panel mounted circuit breaker. Internal ,protection is shown _on the. drawings supplied for the inspection: 7.13.5 Wiring _This equipment-is supplied with ·single conductor, #2 AWG, 600 volt THH~, iHWN, MTW typ~ w~ring. Internal power wiring is #14 AWG or larger,· 7.13:6 Discrepancies and Corrections .01 Conductors Improperly Term_inated Before Switch The incoming conductors supplying this control panel were incorrectly terminated at a terminal bl9ck ahead of-the disconnecting switch. With the main switch open the ETI Reference No. 227-3721 Page34 I I I I I I I I I I I I I I I I I I I 7.14 conductors to an overload· device, -a transformer and conductors -and switche~ on the secondary side remain energized. Correction: As this circuit is required to be energized with the equipment disconnect switch. turned off, a separate disconne~ switch was added adjacent to the equipment and the power cables terminated at the new disconnect switch. The w~rning sign adjacent to the equipment mounted disconnect switch was c_hanged to read. that circuits remain energized with the switch in the off position and power is to be·disconnected at tr,e added disconnect switch. · Reference: NFPA 79, Subclause 7.6 .02 Warning Marking Reql:Jired· 'Type Mfg. Model No. Serial No. Rating This enclosure was not provided with a cautionary marking warning of the hazardous voltages contained within. Correction: A cautionary marking was installed on the outside of the enclosure stating the following: ;:;1:;:::i:1::1::;~i=:=-=J~if~;•ir:a;J!<l.'.., .. Reference: NFPA 79, Subclause 11.1 O . · · NEC®, Section 110-3(a)(8) Red Baton Ride Zierer Red Baron 15007 208 VAC, 125 amps, 3 phase, 60 HZ. 7.14.1 System Description This ride consists of airplanes that move vertically and around a circle. Most of the rid~ is powered by a 22 k'J:' (30 HP) hydraulic pump motor.: ETI Reference No. 227-3721 Page35 I I I I I I I I I I I I I I I I I I I 7 .14.2 Grounding . . Exposed, lion-current carrying parts of the equipment were verified ( electrically and visually) to be effectively grounded per the applicable provisions of .NEC Article 250. : 7.14.3 Guarding of Live Parts All internal components were inspected for installation in a suitable enclosure a11d were effectively guarded per NEC Article 110-17. 7 .14.4 Overcurrent ProtectiQn This equipment is protected by a remote, 150 amp, 600 volt, 100 kAIC,. panel mounted cir~uit br~aker. · 7.14.5 Wiring . . This equipment is supplied with single conductor; #1 AWG, 600 volt THHN, THWN, MTW type wiring. Internal power wiring is #14 AWG. or larger. 7.14.6 Discrepancies and Cort~ctions .01 Control Panel Nameplate·Required This control panel was not provided with the required nameplate. Correction: A permanent nameplate was installed with the . following information .. a) Manufacturer's nanie or trademark b) Equipment catalog or serial number. c) The following electrical r~tings: . 1) Rated voltage. · · 2) Full load current. . 3) Ampere-or norsepower rating of largest motor. 4) Number_ of phases if other than sign le phase. 5) Rated frequency. Reference: UL 508, Paragraph 57 .1 ETI Reference No. 227-3721 . l, UL 508A, Paragraphs 20.1, 20.2 NFPA-79, Paragraph 4. 7 Page36 I I I I I I I ·1 I I I I I I .02 Conductors impr~perly terminated .before the main equipment mounted disconnect switch. The incoming conductors supplying this control panel were incorrectly terminated at a terminal block ahead of the disconnecting switch. Correction:The incoming supply conductors are not terminated at the disconnect switch with no ~nnection to termirtal blocks or other devi_ces ahead of the disconnecting means. Reference: NFPA 79, Subclause 1.6 .03 Warning Marking_ Required · This enclosure was not provided with-a cautionary marking warning of the hazardous voltages contained within. Correction: A cautionary marking was installed on the outside of the enclosure stating the following: Reference: NFPA 79, Subcla~se 11.1 O 1 NEC®, Section 110-3(a)(8) Inspection Dates: All equipment discrepancies identified during the evaluation were reported-between 4/13/98 and 2/1/99. · Verification Dates: All equipment corrective actions were verified to be completed and meet the workmanship requirements of the applicable standards on 3/17/99. I 8.0 TEST EQUIPMENT I I I I AVO International Insulation Resistance Tester, 0-10000 meghoms, ETI Asset No. 2_2-01097, last calibrated 2/27 /98. Fluke, Model 87 Digital M~ltimeters, ETI Asset No; 20-00829 and 24-459, last calibrated 2/28/98. ·1 ETI Reference No. 227-3721 Page 37 I I I I I I I I I I I I I I I I I I I Fluke, 8001.Split Core Current Tran~former, ETI' Asset No. 20-00563, last calibrated 2/28/98. AEMC Split Core Current Transformer-, ETI A$set No. 24-00369, last calibrated 2/28/98. , . .. . Hopkins International Raygun, Non-contact Thermometer, ETI Asset No. 22- 1116, last calibrated 2/3/99. · · ETI Reference No. 227-3721 Page38 I I I I I . APPENDIXA I REFERl:NCES I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 70 UL $DA ,3 -·,a1s1~s 0522232 ~lO. 1. ... I. ,. JNDUSTRJAl.ectmlCLIQUIPMEHr -UL.IOI Table40.1 Maximum acceptable temperatlD'e rlaaa ICnlf1-ewttch blad•• and cantactJawa !'UM cllp when wlild wflh a dummy tao that r1prea1n11 & fut lnltndtd 10 provlda br-,ich Cltcult protection FUN c11p wh111 tallld. with a tu11 rn11nded w provkl• branch-ehull protectlon° f\mbtr-or1h•lfflC!Pl~la11d conducloraa.b fteld-wlrlna tecmlnll1°•k Buua ind ooMICllfng straps or batad • Col'll&ctl Soltd and bullt-up lllver, ellvw alloy, and 1llv•r f~d JJI other mel&II 7. fftualfon lylteffll, .. •• 10. 11. Ctua 101 ln1uf1Von rttt•m' Tl!lffllOCOUpll melbOd RellltlnOI ffll~Od C111a 105'4) lnlUl&llon aptema en tlngl•laywr urfa eel with expo~d IUrf&OH tither wiln1ulatld or 1nam1l1d, 1'llRl'IOOQUplt method aua 130 lnaulatlon rystilmaf TlllffllOOCIIIPle mifhod Jllutlnae mlllhod •· Qua 11S(JI) lnlUfallon ..,._m,f thtnnooauplt method ~method Oua 1ao(H) lnlUl&llon aysternaf lbermocouplt niltllod RlllatlnClmethod A11nollo oompoa111on• In 111, lllulng .r,, 1 lnah (af.4' mm) a1MM·11te tnalolutt 0n the embedding materlal of a mlator, a meoaat.-and a wal-mounted dmmerwlth an 1mbtddld-rellltlve 1l1m1nt 0n th• embedding matttlal of a rfl1C)ltltlo cflmmat h&Wlg ombtdad rtlflllve oond"*"· and.~g1d for mountlna on a awllclibolld, or In a nonoombustlble frame (Contlnu,d) IS .,, l '~ •• . I • IS 101 ,a 11G ms ,as ., 153 13 hJJ I • 117 117 1$3 10 1S3 188 171 Zl11 1111 243 • • • I • • • UL sea 93 Ill ct27S79S 0522233 SSr • FEBRUARY 2:J, 1913 INDUSTRIAL C0KTR0L EQUIPMENT -UL50a 12. 13. 1'1. 15 Capac:Hat Table 40.1 (cont'd) · Maximum acc:eptabletemperature-rfsH Power awllahfng •rillmacluatr:xa PrfntN-wlrfng boalda :ms g- m· ft a Th• llmltatlon on phlnollo oampolltlon and on ncbb« and thermoplutlo lnlul&lon cloea not apply to -c:ompounda that haw ti.en fnvestlga111d and fol.uld ic!=eptable for a hlghertemperatu,.. 1715 8 m n b For atandatd ilaulated conductanl other Ulan 1hoa mentioned In Item 3, refenllCII should be mad• w 111• Na'i:~nat E11c:trfcal Code (NEC). ANSI/NfPA.70-1990. and th• maximum temperature rlM ahall not uONCI 11w !':lpimum operating temperature apecified In the .,_.EC for th• wfttl In qualtion minus an auumecl amtil1nt (roo!") temperati.n of a•c (77•f). - 0 lh• temp«aturi on a wiring terminal or lu; ta me~lld ~t the paint moit Dkely b be coll1aelld by 1he lnaulalion of a conductor lnatallecl u In actual sennce, d The Umlt does not apply to connac:!:IClfl& ta a aourc. of hHt, 111ch u a raslltor and a eumint element of an OY1rfoacl ralay, • Temperature lm~d by 1h1 lemperatute Umtalcna:on the matarfal for adJae1nl-parts. Th•r• lhelf be no sttuctural detlricirafon of th• oomact UMmbly, loosening of par1S, ctacklnsi or lakkl; of mattrials, lou of temper ohptfn;, annaalin; of patll, or o1h1r villibl• damage. f-s.. 40.12-40.17 • g Fer a .:apadtor, the maximum -=-Ptabl• t1mper1tur• rl• la th• marked temperature lmlt of 1h• capacitor minus an assumed ambient temperature of 25• C r,r•F). • h 1n equipment ~•d for ec•c (140•F) supply wire, th• terminal t1mp1raturufs11hall not eXCted so•c (90•F.). I 1n equipment marked for 1,•c (111•.F) tupply wire, the terminal temparature rise lhlll not excead a•c (117•F). lf lh• r1N Is s:i•C (SIO•F).or leu and an aluminum bodied ccnnector la u.•d or aluminum wire la Intended, ·1ne oannect0rahall be mar1'11d AL7CU or ALSCU; If the terminal tamperau• r1N exceeds so•c but don not eXGNcl a•c. the ~Mtie:Sor shal be markld AL.9CU. l Equipment mamd fat «Jf1S•C eupplywlrea abaJI comply with ~ notas ta and I ot1llil 1abht. kSN5T.3. 1 lhe lmlt applln only ID buaban and oonntalng straps UMd for dlstribulan of power 10 fndlmlll conwl devloea. Th• limit cfoea not apply ID short pleoN of oopper loc:awd within lnduatrlal oon1nit dewfoes and uNd for 1h• aupport of atatlanary contlll:t uiembU.a or facto,y cw fflld wlrfng termlnatJona. 111• mufinum llii:ceptabl• temperaturw rflea for this tJpe of oonaf(uctlon are d111timlnlld by 1he wmperatunt li'Ntafona on the aupport m_aterlal,, adJaotnt part mat.ta!, or 100•c (21Z•F) ttrriperature ~ an Ula copper mat1rlal1 whichever I• lower. lh1re .itlll be no structural dltlrlo~11~ of the UNmbly, loo•nlng of parts, cracWng or tlaldng of matarfal, Iola of temper of apcfnv, annadng of parts, or cth• vlalble damau•· m Th• maximum acceptable wmperal\lre rile on 1-cue la 1h• maximum· c;ase 1emperature far 11\e applied power dl~on fN'.Gfflffllnded by 1h• aemioancluctatmanufacturer minus an aaunad ambient of 4Q•C (t04•F) 10f an encloMd device 111d SJ•C (122-F) for.an open device. n TIie maximum aomptable opei'adng tampend&n of II• prtntld-wlring balld 1h11 not be axoNdad. 0 S.•57.23. 71 I 1 _11_2 _______________ 1N_P_u_s..;..r_R...,.1A_L_c_o_N_r_R __ o'-L-E_o_u_1_P_M_E_N_T_-_u_L_s_oa _________ A_u_G_u-s_r_2_s_, _1s_s_7 I I I I I Load General Purpose Resistance (heating) Incandescent lamp Ballast (electric discharge lamp) Coil Motor Capacitive Switching . Table 56.4 Ratings of a device controlling an ex;ternal load Load Designations . ,· Amperes ,Amperes, resistance, only. Amperes or wat.ts, ·tungsten Amperes, ballast · Code designation, vo)t-arnperes,' standard or heavy pilot duty Horsepower (also see 56.4 and 56.5) kVar. Full-Loc1d amperes (FLA) *Table 56.4 revised, August 25, 1997* I MARKING 57 General I 57.1 Industrial control equipment shall be plainly marked with: I I I I I I I I I I a) The manufacturer's name, trademark, or other descriptive marking by which the organization responsible for the product may be identified -hereinafter .referred to as the manufacturer's· name, b) The electrical. rating, c) The catalog number or equivalent. All marking shall be located so as to be visible after installation. 57.2 A motor control device rated more than 1 horsepower (746 W output) and 300 V or· more than 2 horsepower (1492-W output), a starter (contactor incorporating an overload relay), an overload relay, or industrial control equipment incorporati~g an overload relay -other than a combination motor controller -shall be marked "Suitable For Use On A Circuit Capable Of Delivering Not More Than · rms Symmetrical Amperes, _____ Volts Maximum." The ampere rating is not to be more than the v~lue for which the controller was tested in accordance with 498.1.2.1 or iable 498.2. If tested in accordance with 498.1.1, the marking shall also include the following or the equivalent: a) "When Protected by _____________ . C}ass Fuses"; or b) "When Protected By A Circuit Breaker Having An Interrupting Rating Not Less Than ____ _ rms Symmetrical Amperes, ________ Volts Maximum". Exception No. 1: The marking may be o(I a separate· sheel or in the installation instruction if there is not sufficient room on the device for ,the marking. I I I I I I I I I I I I I I I I ·1 I I Subject 508A 28 May, 1992 Motor Control Circuits 13.1 When the coil control circuit is conn~cted to the load side of the motor branch circuit protective device, the conductors shall be prot~cted in accor(:lance with Table L. TABLE L OVERCURRENTPROTECTION Control-Circuit Wire Size Maximum Protectl_ve AWG (mm;) _ Device Rating, Amperes .. ,• 22 (0.32) 3 20 (0.52) 5 1s (0.82) 7 16 (J.3) 10 14 (2.1) 20 12 (3.3) 25 13.2 The protective device may be either a supplementary or a branch circuit overcurrent protective device. 13.3 If a supplementary fuseholder is provided, a fuse shall be installed in the fuseholder. A marking near the fuseholder shall specify the voltage and current rating of the replacement fuse._ The marking shall also indicate the designation of the fuse. but may also include "or equivalent." 13.4 A marking specifying the f!1aximum size fuse to be used shall be provided near a branch circuit fuseholder that will accept a fuse having a l~igher current rating than that covered in Table L. (For example, the marking is .. required if the .panel needs a 20 A fuse because of Table l, but the fuseholdar is rated 30 A). · · Exception 1 : 13.5 If the control wires do not leave tile pan~I -as wlleI1 the start-stop button is on the panel cover, then the motor circuit branch eircuit protectiv~ device may serve as the coil control circuit conductor protection if the rating of the protectiv~ device does not e·xceed_ that given in Table M. .() , \ .. :> _I I l I I I I I I I I I I I I I I I I I Subject 508A 37 May, 1992 C. Wiring -All internal wiring of the secondary circuit shall be reliably and positively - routed away from all uninsulated live parts of different circuits and all secondary circuit insulated wiring shall be routed away from insulated conductors of other circuits unless the secondary circuit wiring also has ii1sulatio11 that would be suitable for primary circuit use. Separation of insulated conductors may be accomplished by-clamping, routing, or equivalent means· for permanent separation froin insulated or uninsulated live parts of a different circuit. D. Field Wiring Terminal -Field installation conductors of any Class? circuit shall be segregated or separated by barriers from: 1. Field installation and factory-installed conductors connected to any other circuit, unless the conductors ·ot both circuits are or will be insulated for the maximum voltage of either circuit. 2. Uninsulated live parts of any othe-r circuit of the device except that a cons_truction in which field-installed conductors may make contact with wiring terminals (or ass0ci1;;ted wiring diagran1) are marked to indicate that Class 1 conductors shall .be used. E. The limited energy circuits described in item A shall comply with the field wiring requirements that are investiQated for the intended use. Markings 20.1 General -Markings as specified below are provided either on or in the enclosure of enclosed units and on the subassembly panel of open units. The markings specified in paragraphs 20.2A, 20.5 to 20. 7 below may be provided on wiring diagrams, prints. or instructions provided loose or in the "print pocket." If required instructions· are on diagrams. the diagram number is referenced on the nameplate. 20.2 Nameplate - A permanent nameplate is provided. The nameplate. information may be separated into several sections. Information i11cludes but is not restricted to: manufacturer's name or authorized designation. voltage rating, total full load_ amp~re rating, ampere or horsepower rating of largest motor (if multiple motor control). number of phases if other than single phase, and frequency. All fuseholders shall have fuse replacement marking. · 20.2A · Marking of Wire Terminals -All fie_ld wiring terminals must be marked to indicate to use copper, 60°C wire insulation if rated less than mo A or 75"C wire if rated 100 A or more. This marking does not pertain to control circuit terminal$ or terminals rated 15· A or less and which do not have a HP or FLA and LAA ratings. 20.2B Industrial control panels shall be provided with a marking indicating the tightening torque for wire connectors which are wired in the Held. The product shall be marked with the specific value, or range of values as appropriate. such as "Torque screws to 45 lb in." If different connectors are w~ed for line, load, neutral or ground. the torque marking shall i11clud'e reference to the specific connector and its corresponding-torque value. The marking may be provided in a written format or pictorially. The torque marking does not apply to components such as motor starters, fuseholders and the, like, or to wire binding screws. ~o.ic The torque to be marked for each individual connf;lctor shall be determined as follows: 1. If the wire connector is supplied. with an instruction sheet from the wire connector manufacturer that specifies torque values, then the tor(:!ue marked on the industrial control panel shall be the appropriate torque for the connector as determined by the instruction sheet. I I I I I I I I I I I I I I I I I --1 . -1- 79-10 INDUST~ MACHINERY 3.81 subp.anel: An assembly of electrical devices ·connected together that forms a simple functional unit in jtself. 3.82 switching device: A device designed to make or break the current in one or more electric circttits. (IEC 50-441.) 3.83 tight (suffix): Sb constructed that the. specified mate- ~al is excluded under specified conditions. (IEEE 100.) 3.84 uncontrolled stop: The stopping bf machine motion by removing power to the machine ;:i.ctuators, all brakes or other mechanical stopping devi~es being activated. (IEC 204-1.) 3.85 undervoltage protection: The effect of a device that op- erates on the reduction or failure of voltage to cause and main- tain the interruption of power. NOTE: The principal objective of this device is to preve:nt au- tomatic restarting of the equipment. Standard undervoltage or low-voltage protection devices are not designed to become. effective at any specific degree of voltage reduction. 3.86 ventilated: Provided with a means.to permit circulation of air sufficient to remove excess heat, fumes, or vapors. (NFPA 70.) 3.87 wet location: Installations underground or in con~rete slabs or masonry in direct contact with the earth, and loca- tions subject to saturation wit4 water or other liquids, such as vehicle washing areas, and locations exposed to weather and. unprotected. (NFPA 70.) 3.88 wireway: A sheet-metal or flame retardant nonmetallic trough ,vith hinged or removable C0'{ers for housing and pro- tecting electric wires and cable and in Which conductors are laid in place after the wireway has been installed as a ·complete system. (NFPA 70.) 4 Diagrams, instructions, a11d nameplates 4.1 General 4.1.1 The following shall be include~ with the electrical drawings where required in 4.2. -Complete schematic diagram -Sequence of operations -Block diagram (where appropriate) -Equipment layout -Panel layouts -Interconnection diagram -Electronic schematics (where appropriate) -Parts list -Instruction and service manuals -Information for Safety Lockout Procedure (where ap- propriate). 4.1.2 The following shall be furnished for reference only where appropriate. · _ -Lubrication diagram -Pneumatic d1agram -Hydraulic cliagram ·-Miscellanea~ system .diagrams (e.g., coolant, refriger- ant, etc.). · 4.1.3 Where appropriate, a table of contents shall appear prominently on 'the first sheet and shall refer to all major sec• tions of the electrical dra\viri:gs . 1997 Edition 4.2 Diagrams 4.2.1 Diagrams of the electrical system ~hali · be provided. Any ek;ctrical symbols shall be in ;iccordance \vith IEEE 315. Any electrical symbols not shown in IEEE 315 standards shall be separately shown and described on the diagrams. The sym- bols and -identification. of components ~d devices shall be - consistent throughout all doc:uments and on the machine. Per.tinent information such as motor horsepower, frame size, and speed shall be listed adjacent to its symbol. NOTE: See Annex D for examples of electrical diagrams. 4.2.2 A cross-referencing scheme shall be used in conjunc- tion \viµi each relay, output device, limit switch, and pressure switch so -that any contact associated with the device can be readily located on -the diagrams. 4.2.3 The functional description for each device shall be shown. NOTE: See Annex· E for examples of de\ices and component .designations. • 4.2.4 S\vitch svmbols shall be shown on the electrical sche- matic diagrams\,ith all utilit,ies turned off (electric power, air, water, and lubricant), the machine and its electrical equip- ment in its normal starting condition, and at 68'F (20"C) am- bient. Cong:ol settings shall be shown on the drawings. 4.2.5 Directly connected conductors shall be uniquely desig- nated with the same alphanumeric reference. Conductors shall be identified in sequential order and in accordance with Clause 16. Exception No. ·1.--Cond~ctors o/18 AWG or less used i~-;l.ectronic assemblies shall not be required to be identified by an alphanu:meric designation. Exception No. · 2: Where a plug is attached to a multiconductor cable, color coding shall be permitted to be substituted for the alpha- numeric designation only at the plug end. Where color-coded multi- conductor cable is used to wire identical components (e.g., limit switches); t/le colar shall be consistent throughout. 'Where color coding · is used, it shall be clearly indicate1 on the electrical diagrams. 4.2.6 Circuits shall be shown in such a way as to facilitate the understanding of their function as well as their maintenance and. fault location. Control circuit devices shall be shown be- tween vertical lines tl:iat, represent control power wiring. The left vertical line shall be the control circuits common and the rigl:it line shall be the -operating coils common, except where permitted by Clause 9 design requirements. Control devices shall be shown on horizontal lines (run·gs) between the vertical lines. Parallel circuits shall be shown on separate horizontal lines directly adjacent tc;> (above or below) the original circuit. 4.2.7 An interconnection diagram shall be provided on large systems hav:ing a number of separate enclosures or control sta- tions. It shall provid~ full infonnation about the external con- nections of all of the electrical equipment on the machine. · 4.2.8 -Interlock \¥iring diagrams shall include devices, func-- ltions, and conductors-in the ~rcuit whex:e used. 4.2.9 Plug/receptacle pin identification shall be shown ·on the diagram(s}. · I I I I I I I I I I I I I I I I I I J?IAGRAMS, INSTRUCTIONS, AND NA.\1EPLATES 4.3 Instructions 4.3.1 Information referring to the installation, seque;ce of operations, explanation of unique terms, list 9frecommended spare parts, maintenance, instructions, and adjus~ent proce- dures of the machine electrical equipment shall be furnished. 4.3.2 The installation drawing(s): shall provide information necessary for preliminary machine and control setup. This in-- eludes information on supply cables, particularly if they are to be supplied by the end user; the size and purpose of any cable duct, raceway, or wireway that must be supplied by the end user; and the amount of space required to mount and main- tain the machine and its electrical eq~ipment. 4.3.3 The description of the sequence of operations is re- quired for electrical equipment comprising several inter- related functions. Where the machine can perform several sequences, the description of operation shall explain each of them and their interrelationship. Information shall be given that is necessary for the understanding of the electrical oper- ation in conjunction with the mechanical, hytj.raulic, or:pnet1- matic operation of the machine. 1vbere the sequence of operations is program controlled, the information on pro- gramming the system for operation, maintenance, and repair shall be pro\ided. A block diagram shall .be permitted to be used to facilitate the understanding of the sequence of opera- tions. The block diagram shows the electrical equipment to- gether with its functional interrelationships by the use of symbols or blocks without necessarily showing all interconnec- tions. References to the appropriate electrical diagram(s-) shall be included on the block diagram. 4.3.4 The parts list shall itemize recommen.9-ed electrical spare parts together with the necessary data for ordering re- placements. 4.3.5 Maintenance and service instructions shall include: -Information necessary for calibrating and adjusting com- ponents, devices, and subassemblies. -. Operation instructions, including all information neces- sary to describe initial conditions and operations of the com- plete system. -Troubleshooting information and suggestions for loc;:at- ing and replacing faulty components, suggested. prevent;itive maintenance schedules,-and related-data. 4.4 Markings Nameplates, markings, and-identification plates shall be of suf- ficient durability to withstand the emironment involved. 4.5 Warning marking 4.5.1 A warning marking shall be provided adjacent to the disconnect operating handle(s) where the disconnect(s} that is interlocked with the enclosure door does not deenergize all exposed live parts when the disconnect(s) is in the "open (off)" position. 4.5.2 Where an at~chme~t plug is used as the disconnecting means, a warning marking shall be attached to _the contr_ol en- closure door or cover indicating that power ·shall be . discon- nected from the equipment before the enclosure is opened. 4.5.3 Where the disconnecting means is remote from the control enclosure, a warning marking shall be attached to the enclosure door or cover inclicatjng that the power shall be dis- connected from the ·equipment before the enclosure is opened and that the enclosure shall be closed before the . power is restored. 4.6 Machine-marking The machine shall be marked with the builder's name, trade- mark, or other identification symbol. 4;.7 Machine nameplate data 4.7.l A permanent nameplate listing the machine serial 1;11,llllber, supply voltage, phase, frequency, full-load current, ampere rating of the largest motor or load, short-circuit inter- rupting capacity of the machine overcurrent protective device where furnished as part of the equipment, and the electrical diagram number(s) or the number of the index to the electri- cal diagrams (pill of material) shall be attached to the control equipment enclosure or machine where plainly visible after in- stallation. ·where more than one incoming supply circuit is to be provided, the nameplate shall state the above information for eac:;h circuit. .l!xception: vWzere on(y a single motor or motor controller is used, tlze motor nameplate shall be pennitted to Sl!T'Ve as the electrical equipmmt nameplate where it is plainly visible. 4.7.2 The full-load current shown on the nameplate shall not be less than the full-load currents for all motors and other equipment that c,m be in operation at the same time under normal conditions of use. ·where unusual loads or duty cycles require oversized conductors, the required capacity shall be included in· the full-load current specified on the ~ameplate. 4.7.3 1Vhere overcurrent protection is provided in accor- dance with 8.2, the machine shall be marked "overcurrent protection prnvided at m~chine supply termin~ls." A separate nameplate shall be permitt~d to be used for this purpose. 4.8 Equipment marking and identification 4.8.1 \Vhere equipment is-removed from its original enclo- sure or is so placed that the manufacturer's identification plate is not easily read, an additional identification plate shall 'be attached to the machine or enclosure. 4.8.2 Where a motor n~meplate or connection diagram plate is not visible, additional identification shall be provided where it can be easily read. 4.8.3 Nameplates, identification plates, or warning markings shall not be removed from the equipment. 4.8.4 All control p?-Ii.el devices and components shall be plainly identified with the same designation as shown on the diagram(s). This identifica~on shall be adjacent to (not on) the device or component. Exception No. 1: Where the ~ze or locatfon o.(the ~ices makes indi- vidual identification impractical, group zdentijicatum shaµ be used. Exception No. 2: This section shal~ not be requir~d_to apply to ma- chines on which the equipment consists only of a smgl,e motor; motor controller, pushbutton station(s), and worklight(s). 4.8.S-All devices external to the control panel(s) shall be iden- tified by a nameplate with the same designation as sho,":11 on the diagram (s) and mounted adjacent to (n0t on) the device. Exception: Devices covered by 4. 9. 1997 Edition I ... -~ '• ... 79-14 INDUSTRIAL MACHINERY . · .. ··. :-:7'-:-;. ~ -.:~-:-.·-~.,. I . I required to be disconnected. The warning requireinen!5 of 4.5.1 shall apply. · · · · I I I I I I I I I I I I I I I I . 1· 7.6 Connections to supply lines Incoming supply line conductors shall terminate at the dis- connecting means with no connection to terminal blocks or other devices ahead of the disconnecting means. 7. 7 Exposed live parts There shall be no exposed live parts with the disconnecting means in the open (off) position. NOTE: See Exception to 9.1. 7 .8 Mounting 7.8.1 The disconnecting means shall be mounted within the control enclosure or adjacent thereto. Where mounted-within the control enclosure, the disconnecting means shall be mounted at the top of tl).e control panel with no other equip- ment mounted directly above it. Wire .Qending space shall be provided as required by NFPA 70, Section 430-lO(b)'. Spa,ce shall be determined by maximum wire size ofincoming lines or by maximum capacity ofline lugs on the disconnecting means .. Exception No. 1: In plastics extrusion machinery (extruders, film casting machines, film and sheet winding equipment, wire coating machinery, and sheet line and pull roll equipment ONLY -see B.2) where the design configuration of the enclosure may preclude mount- ing the disconnect as the uppermost co_mp~nent: _ __ .. . . . -Live parts shall be guarded against accidental contact. -Barriers shall be placed in all enclosures -to isolate the supply cir- cuit conductors and terminals .from other internal conductors and components. · --· · · · ·-··· · · · ·· Exception No. 2: Machines with a motor(s) totaling two horsepower or less shall be permitted to be connected to a remotely mounted discon- necting means through a flexib!,e cord, cab/,e, or conduit provided the disconnecting means is in sight from, readily accessible· to, and no more than 20 ft ( 6 m) from the, machine operator. 7.8.2 Wbere two or more disconnecting means are provided within the control enclosure for multiple supply circuits, they shall be grouped in one lpcation. 7 .9 Interlocking 7.9.1 Each disconnecting means shall be mechanically or electrically interlocked, or both, with the control enclosure doors. Interlocking shall be reactivated automatically when panel doors are closed. Exception No. i: A disconnectingmeans·used onlyfor:inaintenance lighting circuits within control enclosures shall not be required to be interlocked with the control enclosure. The marking requirements of 4.5.1 shall apply. · Exception No. 2: Where an attachment plug is used as the discon-' · nectingmeans in accordance with ·'J.11. · Exception No. 3: A disconnecting means used for power supply cir- cuits within control enclosures to memory elements and their support . logi,c requiring power at all times to maintain ·the storage of informa-·. . tion shall not be-required to be interlocked with the control enclosure I doors. The marking requirements of 4.,.1 shall apply. · Exception No. 4~ -:.Where a remotely mounted disconnecting means is permitted as per 7.8.1, Exception N_o. 2, interlocking shall not be re-. 1997 Edition -quired provided that a tool is required to open the enclosure door and · a label is aitacliea to the control enclosure warning of dangerous volt-· -----.-'--·· age inside and advising disconnection of the power before open_ing. . 7.9.2 Interlocking shall be provided between the disconnect- ing means and its associated <ioor to accomplish both of the · following: · · · -To prevent closing of the disconnecting means while the enclosure door is open, unless an interlock is operated by de- liberate action. · -To prevent closing of the disconnecting means while the ... door is.in the initial latch position or until the door hardware is fully engaged. 7.9.3 All doors on multiple-door enclosures shall be inter--· locked simultaneously with the door that is interlocked with the _main disconnecting means. 7.9.4 vVµere there-·are two or-more sources of power to the equipment or where there are ·twe or more independent dis- connecting means; power wiring from ea,ch disconnecting means shall be run in separate conduit and shall· not termi- nate in or pass through common junction boxes. 7.10 Operating handle __ 7.1_0.l The operating handle of the disconnecting means shall be readily accessible. 7.10.2 The center of the grip of the operating handle of the disconnecting means, when in its highest position, shall l?_e not I more than 6 ft 7 in. (2.0 m~ abo:ve the floor. A permanent op- . erathi.g platforrti, ·readily accessible by means of a permanent stair or ladder, shall be considered as the floor for the purpose of this requirement. ..... J.10.3 The operating handle shall be capable of being locked only in the open (off) position. 7.10.4 When the eontrol enclosure dooris closed, the oper- ating hand,le shall positively indicate whether the disconnect- ing means is in the.open (off) or closed position. -7 .11 Attachment plug and receptacle An attachment plug and. recep.tacle shall be permitted as a dis- connecting means providing all of the following conditions are complied with: -The motor(s) on the machine shall total two horsepower or less. ---The supply volta,ge shall not exceed 150 volts to ground. -DC shall not be used. ~The ampere rating of the attachment plug shall be not less than 115 percent of the sum of the full-load currents re- quired for all equipment that ]Jlay be in operation at the same time under normal conditions of use. -The attachment plug shall be single voltage rated. ....,. The attachment plug shall be provided with a grounding pole and so constructed that the grounding pole is made be- . fore any current-carrying poles are made and is not broken . until all current-carrying poles of the attachment plug have been disconnected. A grounding pole shall not be used as a current-carrying part . -The attachment plug shall be in sight from the opera- tor's station and readily a~cessible... ·---·-_ · :··-... -The marking requirements of 4.5.2 shall apply. I I I I I I I I I I I I I I I I I I I I PR,OTECTION 79-15 8 Protection 8.1 Machine circuits 8.1.1 Figures 1 and 2 show typical circuits acceptable for the . protection of current-carrying and current-consuming electri- cal machine components. Protective interlocks are not shown. 8.1.2 The main overcurrent protective device in single mo- tor (main SCPD only)· circuits or in multiple motor (main SCPD only) circuits (see Figure 1, line C)and the branch circuit overcurrent protective devices in multiple motor (main and branch SCPD) applications (see Figure 1, line D) shall be se- lected to protect conductors and components during the oc- currence of short circuits or ground faults. All protective devices shall be selected and applied with proper .consider- ation being given to, but not Hmited to, the fpUowing: a) System maximum available fault current at the_ point of application. b) Interrupting rating of the· protective device. c) Voltage rating of the system. d) Load and circuit component characteristics. 1) Normal operating current. 2) Inrush characteristics. 3) Thermal withstand capability (flt). 4) Magnetic withstand capability (1i,). e) Current-limiting ability of the protective device. f) Coordination of protective devices to each-other. 8.1.3 Class H fuses, and devices that will ac<;ept Class H fuses, shall not be used. 8.1.4 All circuit breakers shall be identified (see 3.49) and shall be suitable for w,e specific location. Circuit brectkers used in control circuits not over 125 volts, 30 amperes shall have a minimum interruptingrating of .1,000 amperes. (See Figures 1 and2.) 8.2 Supply conductor and, machine overcurrent protection The overcurrent protection as shown in Line C of Figures i and 2 may or may not be furnished as part of the machine. ·where furnished as part of the machine, it shall consist of a single circuit breaker or set of fuses, and the machine shall bear the marking required in 4.7.3. · 8.3 Branch circuit overcurrent protection Where required, the branch circuit overcurrent protection shown in Line_D of Figures 1 and 2 shall be provided as part of the machine control. -Such ovi,-current protection (fuse or overcurrent trip unit of a circuit breaker) shall be placed in each ungrounded branch circuit ·conductor. A circuit breaker shall open all ungrounded conductors.of the branch circui~. 8.3.1 Programmable electronic system· (PES) power. supply inputs shall be protected by overcurrent protective devices either externally or internally. The overcurrent protection size or rating shall be in accord<lnce with the manufacturer's instructions. 8.3.2 Programmable electronic system (P.ES) outputs shall be either internally protected or provided with external over- curre11t ·protective· devices sized ·or. ~ated in "accordance with the manufacturer's instructions. 8.3.3 Pushbuttons, selector switc4es, and limit switches shall in no case be-connected to a circuit rated larger than 10 amperes. 8.4 Location of protective devices Overcuqent protective devices shall be located at the point where the conductor to be protected receives its supply. Exception No. 1: Where all of the following conditions are complied with: -the conductor has an ampa~ty of at least one-third (½) that of the conductor from which it is supplied -the conductor is suitably protected from physical damagtt -the conductor is not ovr;r 25 ft (7.62 m) long -the conductor terminates in a single circuit breaker or set of fuses. Exception No. 2: Where all of the following conditions are complied with: .-. -the conductor has an ampaczty of not less than the sum of the maxitnu.ni continuous load currents supplied ...,.. the cpnductor is not over 10 ft (3. 05 m) long -the conductor.does not extend beyond the control panel enclosure -the conductor terminates in a splitter block, circuit breaker, or set ojfuses. · 8.5 Motor branch circuits 8.5.1 Each motor controller and its associated wiring shall be protect~d as an individual branch circuit by a short-circuit pro- tective device (S<;:PD) as specified by the controller manufa~- turer. The maximum rating of the designated SCPD shall be as shown .in T~ble 1. Exception: Table 1 shall not apply to Design E motor circuits. The provisions of l'v'FPA 70 shall be observed for Design E motor circuits. 8.S.2 Several motors each not exceeding 1 horsepower in rat- ing shall be p<_:rmitted on a nominal 120-volt branch circuit pro- tected at not over 20 amperes or a branch circuit of 600 volts, nqminal, or less, protected at not over 15 amperes, where_ all of the following conditions are met: -The.full-load radng of each motor does not exceed 6 am- peres. -,-The rating of the branch-circuit short-circuit and ground-fault protective device marked on any of the control- lers is not exceeded. -,-Individual overload protection cpnforms to 8.6. 8.5.3 Where the branch-circuit and short-circuit and ground-fault protective device is selected not to exceed that al- lowed by 8.5.1 for the motor of the smallest rating, two or more motors or one or more motors and other load(s), with each motor having individual overload protection, shall be pen:p.itted to be connect<_:d to a branch circuit where it can be determined that the branch-cii;cuit short-circuit and ground- fault protective device will not open under the most severe nor_mal conditions of service that might be encountered. 8.5.4 Two or more motors and their control equipment shall be permitted to be connected to a single branch-circuit where short-circuit and ground-fault protection is provided by a j997 Edition WW , c-, rr s ·7-.,· .. -,e r--r·-f_a·~, ~-··a --1 .... Z I EMWii"" I. 11 :n mr· : Mt I I 79-18 INDUSTRIAL MACHINERY . I I I I I I I I I I I I I I I I I I I Table I -Fuse and circuit breaker selection: motor, motor branch circuit, and motor controller Maximum Setting or Rating1 (Fuse and·Circuit Breaker) Application Fuse class with time delay 3 RK-54 RK-1 J cc Instantaneous trip C/B5 Inverse trip C/B6 NOTES (to Table 1): AC-2 150 150 150 i50 800 150 Type2 AC-3 175 175 175 300 800 250. AC-4 175 175 225 300 800 250 1) Where the values determined by Table I do riot correspond to the standard sizes or·ratings, the next higher standard size, rating, or possible setting shall be permitted. 2) Types: -AC-2: Slip-ring motors starting, switching off, or all light-starting duty motors. -AC3: Squirrel-cage motors; starting, switching off while running, occa- sional inching.jogging, or plugging but not to exceed 5 operations per IIlinute or 10 operations per 10 minutes. All wye-delta and two-step auto-transfoIT!}er starting, or all medium starting duty motors. -AC-4: Squirrel-cage motors; starting; plugging, inching, jogging, or all heavy starting duty motors. 3) Where the rating of a time delay fuse (other than CC type) specified.by tile table is not sufficient for the starting of the motor, it shall be permitted to be-in- creased but shall in no case be permitted to exceed 225 percent, The rating of a time-delay Class CC fuse shall be permitted to be increased bu; shall in no case exceed 400 percent of the full-l9ad current. · 4) Class RK-5 fuses shall be used only whh NEMA rated motor controllers. Exception: Motor controller.< listed for use with RK5 fuses. 5) Magnetic only circuit breakers are limited to single motor applications. These instantaneous trip circuit breakers shall only be used if they are adjust- able, if part of a combination controller having motor-running and also sl;Iort- circuit and ground-fault protection in each conductor, and if the combination is especially identified for use, and it is installed-per any_ instructions included in its listing or labeling. Circuit breakers with·_adjustable trip settings shall be set at the controller manufacturer's recommendation, but npt greater than 1300 per- cent of the motor·fµll-load current. · 6) Where the rating of an inverse time circuit breaker specified in the table·is not sufficient for the starting current of the motor,. it shall be permitted to be increased but in no case exceed: -400 percent for full-load currents of 100 ampe~es or less or -300 percent for full-load-currents greater tl)an 100.amperes. NOTE: IEC 947-4 defines the terms Type 1 and Type 2 coordinated protecti_on as follows: -Type 1 Protection: Under short-circuit conditions the cohtactor or starter may not be suitable for further use without repair or repfacement. -Type 2 Protection: Under short-circuit conditions the contactor or starter shall be suitable for further use. The maximum allowable ,-alues. in Table 1 do n<>t guar.;ntee Type 2 protec-· tion. Type 2 protection is recommended for use in applications where en- hanced performance and reliability are required. single inverst,-time circuit breaker or a single-set of fuses, _pro- vided both of the fol~owing conditions are met: a) Each motor controller and overload device is listed (see ANSI/NFPA 70, Article 100, Listed) for group installation with ~pecified short-circuit current ratings. NOTE: The shon-circuit current rating includes: a) The class and ratin~ of the sho_rt-drcuit protective device . . b) The maximum nominal application yoltage:-·· -·· · c) The maximum available fault current. .I 1997 Edition b) The rating or setting of the overcurrent device does not exceed the values in Table 2 for. the smallest conductor in the circuit .. Table ·2 -Relationship between conductor size and maximum rating or short-circuit protective device for power circuits Conductor SizeAWG· Max,Rating Non-Tip.e-Delay Fuse.or Inverse Time Circuit Breaker Time-Delay or Dual Element Fuse 14 12 10 8 6 4 3 2 1 0 2/0 3/0 4/0 60 80 100 150 200 250 300 350 400 500 600 700 800 30 40 50 80 100 125 150 175 200 250 300 350 400 8.6 Motor overload 8.6.1 O\·erload devices shall be provided to protect each mo- tor, motor controller, and branch-circuit conductor against ex- cessive heating due to motor overloads or. failure to start:. 8.6.2 Resetting of the overload device shall not restart the motor: Exceptiqn: lW,e,~ there is only a single motor of two luJrsepow'er or less on the machine, art overload reset opei-ator mounted on the motor shall be permitted to restart the 1notor provided that the distance be- tween the overl.oad reset operator and the machine start pushbutton opemtor i$ 12 in. (300 mm) ·or les_s, and a suitable warning label is attached on or a,djacent to the overload reset opei·ator. 8.6.3 The minimum number and location of running over- current units shall be detennined from Table. 3. ru.ndof Motor I-phase ac ordc I-phase ac ordc l-g)1ase ac oi:dc 3-phase ac Table 3 -Running overcurrent units Supply System 2-wire, I-phase ac or de ungrounded -2-w:ire, 1-phase ac or de, one conductor grounded 3-wire, I-phase ac or de, grounded-neutral Any 3-phase Number and Location of Overcurrent Units (such as trip coils, relays, or thermal cutouts) 1 in either conductor 1 in ungrounded conductor 1 in either unITTounded . conductor · *3, one in each phase *Ex~eption: Unless protected by other approved means. .NOTE: For 2-phase P?wer.supply systems see NFPA 70, Section 430-37. ·s:1L4: Mo.for overload.protectii:fo.'shall be provided per NFPA 70, Article 430, Part C. . . I I I I I APPENOIXB I . TEST DATA SHEETS I I ~ I I I I I I I I I I I I I I I I CIRCUIT IDENTIFICATION PHASE PHASE A-G 8-G (~( f 2-l PHASE TO GROUND A 8 PHASE. PHASE PHASE C-G A-8 B-C ti-t "2.--1 0 2-C c> FIELD EVALUATION TEST DATA MODEL NO. J eD I PHASE TO PHASE C A-8 ·s-c C-A FULL LOAD CURRENT PHASE P.HASE' PHASE PHASE y-A A B C '2--I o l-:2-('2.. 12.. REMARKS: ~ r"~~5' f-l 0 $ I i------.:;..~~---------------'---------------1 I I COMPONENT IDENTIFICATION COMPONEf'!TTEMP TEMP RISE TEST METHOD ..._ _ ___,., ____ ----------------,--+-------,-------------+-----,-,------+-----'-----t ('Q +-.,--.e..$ - I 1-----------------+---------~---+----f I ,___~ _ _..,.._....__,.-'---'-----+-'--------~--,---..--,-----f--------1 I 1--------------,-----"---------1 I ,___ _________________ ----; PAGE_ I I I I I I I I I I I I I I I I I I CIRCUIT IDENTIFICATION PHASE PHASE A-G B-G I '2-\ ('2.--l REMARKS: N-o NOTES: J./1~~ LJI' I © ETI 1993 F/6001 PHASE C-G l-2..-\ A . PHASE TO GROUNP PHASE A-8 B PHASE ,8-C 2.--t 0 FIELD EVALUATION TE$T DATA ENGINEER:J,,Ac-/~ . . MODEL N':_s 2,..-o t,. SERIAL NO. PHASE TO PHASE .c A-B B-C PHASE C·A PHASE PHASE A B "'2--0 2-0 C·A - PHASE C COMPONENT TEMP TEMP RISE TESTMETHOD -- PAGE_ I I I I I I I I CLIENT: EQUIPMENT DESIGNATION: Cc::::\~ f-l<. CcaS4,e_y- CIRCUIT IDENTIFICATION A PHASE TO GROUND 8 FIELD EVALUATION TEST DATA PHASE TO PHASE C A-B 8-C C-A I PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE PHASE I----A-G_---IJ...--B-G __ -4-__ c_-G---il---A---· :..;.B ___ -+-__ e-c_,--+--'"'-"'-",-A--,...+---A--+---8---+---c---i I REMARKS: ''t-1.,.. I 4.:> r q P r cp:>t I c.. t c:... l c;.. I l----,-:::~--'-------=...,:_;;;:;__---.---------'---£:~-~~---1 COMPONENT IDENTIFICATION COMPONENT TEMP TEMP RISE TEST METI-100 ----I 11-------'-------+--,-.-,------+-,,---+---t I 1----------'---~---+-------,..f-------1 I 1-------------+------~--+--___,.----t NOTES: J./1~,t. l/() I .__ ______ ----,---:..-~----t I 1--------=--____..:_ ___ ______,__ ___ --1 I PAGE_ I I I CIRCUIT IDENTIFICATION I Swt-k~ J?S°G3, -tr-_ .i5L. I I I PHASE PHASE. PHASE A-G 8-G. C-G ~~~ '2.--38' 2-~l?: I REMARKS: r-s 61-- I DATE: :2 -I? _ "l 9 . . AMBIENT TEMP.: I COMPONENT IDENTIFICATION - FIELD EVALUATION TEST DATA A PHASE A-B 4\""1 PHASE TO GROUND 8 PHASE B-C V--t-"'--...t:.. ENGINEE~· /OwJ MODEL N°'c;) f2--l C PHASE C-A A-8 PHASE A COMPONENT TEMP TEMP RISE SERIAL NO. 3 PHASE TO PHASE B·C 9 PHASE B C-A PHASE C TEST METHOD I i------=--:=-~~~~-+--------'----,---+--'-----,------+------1 I 1----~---'----+----'--------------+-----+------t I 1----------,.------'-----'--'---'----+--'--"--------,-...----+----t-----t I 1----------+---~~----,---,-.---f---,.----t NorEs: t.lldrt. LO I l------~---------'--,--------------1 -11------,----------~-----1 I e ETI 1993 F/600t PAGE_ I I I I I I I I I I I I I CIRCUIT IDENTIFICATION PHASE PHASE A-G B-G I '1.--0 11,..c, REMARKS· f....£0 . TESTVOLTAGE:, ~oV D.c_ PHASE TO GROUND A 8 PHASE PHASE PHASE C-G ,A-8 8-C -·~c::,. - ~ ,,., c:: - FIELD EVALUATION TEST DATA PHASE TO PHASE C A-8 8-C C-A .- PHASE PHASE PHASE PHASE C-A A a C -'"'>~ :JR - TEMP RISE I .____ ___ ....,_...,._---+---------------+-,,oo-~-----t I ...---~-----+----,-------+-----+----,---,-------t NOTES: J./1/11'1, ,I.Jd I ~-----,-----------.._---------t I PAGE_ I I I I I I I I I I I I I I I I I I CLIENT: CIRCUIT IDENTIFICATION PHASE A-G 2/<... REMARKS: NOTES: /. PHASE B-G '2-"2,u PHASE C-G COMPONENT IDENTIFICATION I CJETI 1993 F/6001 A PHASE A-B -77 PHASE TO GROUND B /0;:,,1 ~,J(;) PHASE B-C 173. C /.,_a,J ·iH,v PHASE C-~ COMPONENT TEMP FIELD EVALUATION TEST DATA A-B - ~- PHASE A /2- TEMP RISE PHASE TO PHASE B-C -- PHASE s I .,__ C-A -- PHASE C /L,, TEST METHOD PAGE __ I I I I I I I I I I I I I I I I I I CIRCUIT IDENTIFICATION PHASE A-G /Jo REMARKS: NQTES: '- PHASE B·G /Z-<.J PHASE, C·G /2--&. COMPONENT·IDENTIFICATION I @ETl1993 F/8001 A .PHASE TO GROUND PHASE A·B B PHASE B-C 2.,.::i] C . PHASE C-A COMPONENT TEMP St? fJEiD EVALUATION TEST DATA A·B -- PHASE A TEMP RISE DATE: _: SERIAL NOC> i PHASE TO PHASE B-C PHASE B C-A -- PHASE C -Z • l TEST METHOD f L PAGE_ I I I I I .1 I I I I I I I I I ·1 I I PHASE A-G II? REMARKS: NQTES: t. PHASE B·G PHASE·: C-G COMPONENT IDENTIFICATION I @ETI 1993 F/8001 ' f .. f" FIELD EVALUATION TEST DATA MODEL NQ. J./->~ SERIAL~~ <.u PHASE TO.GROUND PHASE A-B -PHASE 8-C z.0-,-.2. PHASE G.A. COMPONENT TEMP PHASE A ,,,. TEMP RISE PHASE TO PHASE PHASE B C·A PHASE C - TEST METHOD PAGE __ I I I I I I I I I I I I I I I CIRCUIT IDENTIFICATION A PHASE PHASE -PHASE PHASE A-G B-G C-G A·B I 4--o ('2,.,o ('2,.-.c> 2..-t &:> AEMARKS:N O "5~rc.-~ COMPONENT IDENTIFICATION 5-·7 FIELD EVALUATION TEST DATA PHASE TO ~ROUND PHASE TO PHASE B C A·B B-C C-A ·PHASE PHASE PHASE PHASE PHASE B-C C-A A B C ~\.O 2:-(.:::. ·~ .J::,--r> -,S'l:>o COMPONENT TEMP TEMP RISE TESTMETHOD - I i------~---.-----+--,-----,----.--+--~-t--__,_--1 I """"" t11-1,i l/4 .:,· ' ·--____,,,__ _________ ___., ______________ ---. I F/6001 PAGE_ I I I I I I I I I CIRCUIT IDENTIFICATION 'OJ-)Wl- ~~Ntf; PHASE A-G 1,1 I REMARKS: I c,IJ,,WU- 4r1-c.vtg' PHASE B·G PHASE C-G A I c~u /<:.r<X:; PHASE . A-B I I I I I I I COMPONENT IDENTIFICATION NQTES: t '] I I @ETI 1993 F/11001 PHAS~ TO GROUND B / lJO'-. ,~ PHASE B·C C /_41,;),) / il(.)V . PHASE C-A COMPONENT TEMP - FIELD EVALUATION TEST DATA A·B ·-- .PHASE A TEMP RISE - PHASE TO PHASE :8-C - PHASE B . l/, c.( C-A - PHASE C TEST METHOD 1/2.... PAGE __ I I I I I I I I I CIRCUIT IDENTIFICATION . 3v-,, ci')rt.., Ct/4(.;...I//(' p(.,oiVl/4 PHASE A-G &t/tt.u..Jvt PHASE 8-G /ff I REMARKS: PHASE. C-G f v.J. I I COMPONENT IDENTIFICATION I i;i._o ~,/ tJtA::!U 41,,u4'~,"1VI I I I I I NQTES: t. I @ETl1983 F/II001 A )1/(J(.,) . t (J<JV PHASE A-B PHASE TO GROUND 8 t<hN t fJ(J PHASE B-C G I' e-u f cJ,.ru "PHASE 0-~ COMPONENT TEMP ,,··· I I. ~l.-.. l FIELD EVALUAt/ON TEST DATA A-B- ---,-- PHASE A TEMP RISE PHASE TO PHASE 8-G -- PHASE B G-A - PHASE p TEST METHOD I /L. PAGE __ I I I I I I I ·1 CIRCUIT IDENTIFICATION A I PHASE A-G. I REMARKS: I I I I I I NOTES: t. PHASE B-G /),:o PHASE. C-G . . I _a"'/FJ NV. PHASE A-B COMPONENT IDENTIFICATION PHASE TO·GROUND B C PHASE 8,C PHASE C-A 2,,o7, COMPONENT. TEMP f,(v FIELD EVALUATION TEST DATA PHASE TO PHASE A-B B-G C-A --- PHASE A TEMP RISE PHASE B PHASE C TEST METHOD /It.. 1.~-------------------1 I I @ETI 1993 F/6001 PAGE __ I I I I I I I I I I I I I I I ·I I I CIRCUIT IDENTIFICATION PHASE PHASE B-G PHASE C-G A·G 2,.(,.7 REMARKS: COMPONENT IDENTIFICATION NOTES: t. I Cl ETI 1993 F/ll001 A O-oc) /oc-o PHASE A-B PHASE TO GROUND B C {oa:; /(IC/(.) ()(J".f; PHASE PHASE B·C C-A COMPONENT TEMP r~,{) FIELD EVALUA·T/ON TEST DATA DATE: SERIAL NO • ..> 'ff{ f/ PHASE TO PHASE A-B B~C -· -- _..:;;.. PHASE PHASE A B C-A -- PHASE C TEMP RISE TEST METHOD //L PAGE __ I I I I I I I I I I I I I I I I I I CIRCUIT IDENTIFICATION PHASE PHASE PHASE . A·G 8-G G-G · l/s REMARKS:@ COMPONENT 10,ENTIFICATION Nc;>TES: t. I @ ETI 1993 F/6001 PHASE TO GROUND A B C ;?<.AO 7't?.:.I cou . av PHASE PHASE PHASE A-B_. B-C C-A 202-Z..ol Zc~ COMPONENT TEMP ----- FIELD EVALUATION TEST DATA DATE; SERIAL NO. PHASE TO PHASE A-B B-G G-A ------· -- FULL LOAD CURR~NT (!) PHASE PHASE PHASE A B G t, 7 6V TEMP RISE TEST METHOD PAGE_ · l ,,,;,,.~;, Informatio,i tt...,• ®To Build On Engineerinf! • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 920.08 August 27, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD,. CALIFORNIA OUR REPORT NO.: 059-70202-862 LOCATION OF PLACEMENT RIDGE TOWER RIDE CASS IONS -SAMPLE TN{EN FROM NORTHWEST CASSION DATE PLACED TIME SLUMP, IN. August 1$, 1998 07:45 ain 5 /AIR CONTENT, % TAIRTEMPERATURE, °F 78 /~CONCRETE TEMPERATURE, °F 8 7 1DATERECEIVED IN LAB August 19, 1998 ~~FIELD DATA SUBMITTED BY PS:t\ROLAND ROOT .-,·MIX DATA SUBMITTED BY NELSON & SLOAN' SUPPLIER NELSON & SLOAN DELIVERY TICKET NO./TRUCK NO. 72 2 712 MIX NUMBERAND·PROPORTIONS 1358 CEMENT WATl;R FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASIM ST.ANQABD.SJJfilE~!ii..QIHEBllllfSlill!DlCAIED:.SL.l,/MP:..QJA3.:9.lla;.AJELCONTENT· C231-91 ltli<MPERAJ:URE· C1064-86(83)· CAPf'.ING:.Cll~ COMPRESSION TEST RESULTS . ASTM'C39-94 SPECIMEN · TEST DATE OF TOTAL CYLINDER . CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE .LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ:IN.) (PSI) TYPE OF BREAK 17596 A .. 7 08/25/98 107000 6.00 28.27 3780 Cone 17596 B 4 7 08/25/98 lOJ,0.00 6.00 28 .,.'i.7 3570 Cone ) 17596 C 28 09/15/98 17596 D 28 09/15/98 17596 E SPECIFICATIONS 28 4000 REMARKS: X Cylinders made by PSI representati~e. Cylinders picked up by PSr X representative. Test results comply with applicable specifications. Cylinders made by Architect's or Test results do not comply with Contractor's representative. Cylinders delivered to PSI laboratory. applicable specifications . .. u..-l :er· .t ALL CYLINDERS CAPP~D IN ACCORDANCE WITH ASTM C6l7-94. TECHNICIAN: ROLAND ROOT cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200_. (4)F Respectfully submitted, Professional Service Industries, Inc. 9::~~ DISTRICT MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ·l ft"~i/ Information I!!.-'• .To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, ·CA 92008 September 09, 1998 LOCATION OF PLACEMENT THE RIDGE DATE PLACED TIME SLUMP, IN. AIR CONTENT, % August 21, 1998 11:05 ~m 2 1/2 AIR TEMPERATURE, °F 75 CONCRETE TEMPERATURE, °F 85 DATERECEIVEDINLAB August 24, 1998 FIELD DATA SUBMITTED BY PSI\DAN RAMAGE MIX DATA SUBMITTED.BY NELSON & SLOAN PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-871 SUPPLIER DELIVERY TICKET NOJTRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 723961 1358 NOTE· APPLICABLE ASTM STANDARDS UNLESS OTHERWlSJ= INDJCATEQ;.~·DP.•· AIR CONTENT· C23MJ b· TEMPERATURE' C106,l-86{93)' CAPPING· CJ 231-93_ SPECIMEN TEST LABORATORY .IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 17670 A 7 17670 B 28 17670 C 28 17670 D SPECIFICATIONS 28 COMPRESSIONTEST RESl,JLTS ASTMC39·94 TOTAL CYLINDER DATE OF t.:OAD DIAMETER TEST (LBS.) (IN.) 08/28/98 123000 6.00 09/18/98 127000 6.00 09/18/98 130000 6.00 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI ~ representatlv!', Cylinders made by Architect's or Contracto(s representative. TECHNICIAN: DAN R,AMAGE Cylinflers delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 4350 Cone 28.27 4490 Cone 28.27 4600 Cone 4000 Test results comply with applicable -~ specifications. Test results do not comply with applicable specifications. Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ~J4?!R~,lnc. THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT. BE INDICATIVE OF. THE ENTIRE CONCRETE PLACEMENT, REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT VvRITTEN PERMISSION BY .PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DISTRIC:;?l~~CE Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · L • .. ~•, Information ~-'• *To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES-INC 5600 AVENIDA ENCINA$ SUITE 130 CARLSBAD, CA 92008 August 27, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202--862 LOCATION OF PLACEMENT RIDGE TOWER RIDE CASS IONS -SAMPLE TAKEN FROM NORTHWEST CASSION DATE PLACED TIME SLUMP, IN. AIR CONTENT, % August 18, 1998 07:45 am 5 AIR TEMPERATURE, °F . 78 CONCRETETEMPERATURE, °F 87 DATE RECEIVED IN LAB August 19, 1998 FIELD DATA SUBMITTED BY PSI\ROLAND ROOT MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASIM STANDARDS UNLESS OTHERWISE INDICATED· SLUMP· C143,ll0a· AIR Cc;>NTENT· C231·R1b' TEMPERATURE· C1Q64-08{931· CAfPING· c12a1-93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 175.96 A 7 17596 B 7 17596 C 28 - 17596 D 28 17596 E SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39·94 .. TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 08/25/98 107000 6.00 08/25/98 101000 6.00 09/15./98 152000 6.00 09/15/98 146000 6.00 CYLINDER COMPRESSIVE AREA STRENGTH (SCI. IN.) (PSI) 28.27 3780 28.27 3570 28.27 5380 28.27 5160 4000 NELSON & SLOAN 722712 1358 TYPE OF BREAK Cone Cone Cone Cone REMARKS: X Cylinders made by PSI representative .. Cylinders picked up by PSI X representative. Test results comply with applicable 1£. specifications. Cylinders made by Architect's or Conlrecto(s representative. Cylinders delivered to PSI laboratory. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM TECHNICIAN: ROLAND ROOT Test results do not comply with applicable specifications. C617-9CoNf Respectfully submitted, _ cc: LEGO LAND ( 4) , BERNARD BROTHERS, H. 0. K. , CITY OF CARLSBAD f :;/~l?,;;."m~,Jnc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC"SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DISTRB~AGER Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 Page_1_of_ INSPE.CTION REPORT CLIENT L&..a LAN'D DATE :J ·'.L-98 Architect __________________ ---' ___ ___ INSPECTION MAT'L SAMPLING QTY __ OSHPD __ Cqncrete Cylinders _ OSA __ Cement Y Specialty ___ Mortar Samples --__ Mechanical · ___ Grput Samples --- __ Electrical ___ Masonry Prisms ---- __ Roofing _____ Masonry Block -- ~Concrete __ Fireproofing -- __ Masonry __ Units (block or brick} --- __ Struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands} -- __ Soils Technician __ Other --- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other REMARKS . PROJECT (Name) Le:l? o <,..t:",t'.Yi':> (Address) C:k\0-< :$ ~ At:> CA, REPORTNO. ffiC1,·::Zo'l:o"'L -ZK"/3 Building Permit No. _<f.:...;B=...-... J::;:,"S .... a'-''ir--· -----,.---------'- Plan File No.-----------------~------ Govt. Contract No.--------------- OSA or OSHPD #----'------------- Other ]...,"l:> t;,; er ":S 4 '\' <~-< <-L lr MAT!:RIAL DESCR.IPTION ,..i INSPECTION CHECKLIST ( 2C._ Rinf.: Rebar at < -£:. r.i e,., " ..:... Plan & Specs i -" · ~ Clearances _ i ___ Rinf.: W;W.F. __ -Rint:: Tendons ~ Positions __ Cone.: Mix #/psi 2Sizes __ Cone.: Mix #/psi• ~Laps I ! -.-Cone.: Mix #/psi _ Future Continuity #/psi · __ Grout: Mix #/psi __ Consolidation : __ Mortar: Type/psi _ Mortar Bc1-tching __ Units: Block _· __ Electrode StoraQe __ Units: Brick -_ Torque Applied __ Steel ; . - __ H.S. Bolts I ~ ___ Metc1-I Decking __ Eiectrodes - ___ Fireproofing ' __ _ Other _ Corrective action required _____ ___ __ Corrections completed lS -~ . - CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of-the reported work, unless otherwise noted, substantially complies with.approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and 9oes not constitute engineering opin- ion or project control. - INSPECTOR SIGNATURE_\~~---+~.,...,__..,,_.;._;;;:::~-=---....,.,. PSI-B-900-170(2) CERT. NO. <2Sflb"t6I· $5 ' lh . -, Environmental .,SI Ge()~echn~cal •-~ Construction Page_1_of_ Consulting • Engineering • Testing INSPECTION REPORT CLIENT i moo LA Wb DA TE --Z • "":> -9 1h Architect _____________ ___._ __ ----'-''-,----- INSPECTION MAT'LSAMPLING QTY _OSHPD .2:::.. Concrete Cylinders _"\_ _OSA __ Cement -- ~Specialty __ Mortar Samples --__ Mechanical _·_Grout Samples __ Electrical __ Masonry Prisms --__ Roofing _· _ Masonry Block -- '><""concrete __ Fireproofing --__ Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete --__ Prestress Cone __ Roofing --__ Pile Driving __ Reinf. Steel --__ Fireproofing __ Steel --__ Waterproofing -. _ H.S. Bolts -- __ Non-Destructive _._Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant _ . ___ . Other --__ Bolt Pull-Out __ Other -- REMARKS "$ !:FT: C:::& · Sc::f) u,.:(L PROJECT (Name) c. ITT-a o <....A:N:r> (Address) '½dsQ,..\...S'i!:,,At:> <M, REPORT NO. <.?sc, · :i o::z c""-. ~ ~ Building Permit No. _9 .......... S.____-_\'""'·~ .... · ·=b_i.._.,,\ ---"'--__ ......., ___ _ P!an File No,-----=------~-----~ Govt. Contract No. ----'--------'------'-'-,---------- OSA or OSHPD #,..... ----~~---------'~ Other (2..,3:>k, c..,,. S '"-'i c.. "(' L L c;-- MATERIAL DESCRIPTION INSPECTION CHECKLIST ~ Rinf., Rebar AC::\<;· !'2'2--!.:!ul~c x Plan & Specs ' l __ Rinf.: W.W.F. ~ Cle~rances __ Rinf.: Tendons X Positions ~ Cone.: Mix #/psi ~5·g/4cg, ' I _. Sizes -.-. Cone.: Mix #/psi.· ··-· _,L,aps __ Cone:: Mix #/psi -. Future COritinuity #/psi _. _ Grout: Mix #/psi ....2!:. Consolidation -. _ Mortar: Type/psi _· -. Mortar Batching __ Units: Block _ Electrode Storage -. _ Units: Brick _· _ Torque Applied _._steel -. -. H.S. Bolts . __ Metal Decking . J __ Electrodes _._. _ Fireproofing _._,_Other _ Corrective action required __ _. Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge,.all of the reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This repo.rt covers the locations of the work inspected only and does not constitut~ engineering opin· ion or project control. INSPECTOR NAME J)t-OL:~L : X J?clTZ:fY\..&,,;>c,.;> ,, .. """'' . J~ INSPECTORSIGNATURE =v==--4 ~ ~~ PSl-8·900-170(2) CERT .. NO.' O8bQ"l:f> I~ f-:2'9 DATE 7~:;,---5~ ' -! -~ .... l ;l Iriformation • .ToBuildOn Page_1_of _j_ Engineering • Consulting • Testing: ., .. : INSPECTION .REPORT CLIENT_L_~...._b:;..a,Q _____ _ PROJECT (Name) /G6C/"9zt .(J . DAT ..... E_q_____,-Z-=----9:-1-.? __ _ (Address) ~ CA.i:ls {3}(1:£>7r ~ Architect ______ Jd_,__,__ .... O~,C,._,__ ____ ----' ___ _ REPORT NO. 70-zer:i. ...;.7' .39 Building Permit No. 7Yf :--LS:zii/ Engineer __ .,..n:/ ___ 4-___ /11 ______________ _ Plan File No, _______________ _ Govt. Contract No.-------------- OSAor..Q.SHP.D .# _ Contractor. __ {31i::=-;.--<Z3_,.,-..c....._C~~· _________ _ Other c,'dj (;! -s~O ~ c./,e . INSPECTION MAT'L SAMPLING _QSHPD -i(J. Concrete Cylinders _OSA _Cement QTY . MATERIAL DESCRIPTION INSPECTION CHECKLIST ~ --»-Rinf.: RebarA<m Ak Is ~Plan & Specs ____ _ ____ Rinf.: W.W.F. -K Clearances---'------- _Specialty _ Mortar Samples _ Mechanical _ Grout Samples _ Electrical _Masonry Prisms _ Roofing _ 'Masonry Block --__ Rinf.: Tendons·-----,.---~ Positions. ______ _ __ A_ Cone.: M~x #/ps~SS:~6-?0 --g. Sizes ____ Cone.: Mix #/psi _ + Laps _______ _ _. __ Cone.: Mix #/psi_""-----__ Future Continuity #/psi __ _ _)f1_ Concrete _ Fireproofing ____ Grout: Mix #/psi _______ Consolidation ____ _ _Masonry _ Units (block orbrick) _____ Mortar:-Type/psi _______ Mortar Batching ____ _ _ Struct Steel __ _Asphalt Concrete _. __ Units: Block ________ Electrode Storage ___ _ _ Prestress Cone _ Roofing __ --. Units: Brick __ ~-,---_ Torque Applied ____ _ _Pile Driving _ Reinf. Steel ______ Steel_,...... _____ _ _ Fireproofing _ Steel -. ____ H.S. Bolts ______ _ _Waterproofing _ H.S.Bolts ____ Metal Decking ____ _ _ Non-Destructive _ Tendon (PT Strands) ___ ---l:lect'rodes. _______ 1 _Soils Technician _Other ___ --. Fireproofing _______ _ _ Batch Plant _ Other ____ Other_--.-________ Corrective action required __ _ Bolt Pull-Out _Other __________ Corrections completed __ _ ;~~~~~=iz~t1;;1~ ~:t!;::!J c)£ C4AJCic.Er£,· /??IX vf S:52... {3000 ?s.::z;). A:r Tr/€ J2.t'h6b lo~n,rt2~ c11-sr-1AJ-?L.JtCE REntW1tJG: LJ,q/1.s. · CERTIFICATION OF COMPLIANCE: To the best, of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project _control. · CERT. NO.~J'.....,_;S::::..:'3=-.L'fa'---'"'-_5'"""j).__9'_3 __ 5":;__,/.___· -- DATE ____ __._tj'_~_...~:::.;:._7'--+--r--~,___ ___ _ I. l •J Information ~ • ®ToBuild.On Page_1_of _f_ Engineering • Consulting ~ Testing INSPECTION REPORT CLIENT Lc;tao PROJECT (Name)_____,_.,..L ..... ~,:;;,,5CJ _ ___,_,/4t,_....__._i~d-· __ DATE u-15 :-.c,ct (Aodress) _________ _ ~Is 73~)) 1 {};. - Architect H: 0 t;:, REPORT NO. __ ____,.j;....>,Q__,_2,~0 ..... Y-=----- Building Permit No. ____ q_._.._,t---1-{"""'S:,..__O._'-f_,__ __ _ Plan File No, _______________ _ Engineer M -+ m Govt. Contract No. ______________ _ Contractor. ]36(,, OSA-or OSHPD #-------------,-- Other 51'{1 C~le_ Zic:Lz, -Xtd%' INSPECTION MAT'L .SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD __ Concrete Cylinders --__ Rinf..:· Rebar ~ Plan & Specs _OSA __ Cement ___ Rinf.: W.W.F. _ Clearances ---__ Specialty __ Mortar Samples __ Rinf.: Tendons __ _ Positions __ Mechanical __ Grout Samples --___ Cone.: Mix #/psi _Sizes __ Electrical __ Masonry Prisms --_ Cone.: Mix #/psi _Laps __ Roofing . __ Masonry Block --_ Cone.: Mix #/psi _ Future Continuity #/psi __ Concrete _. _ Fireproofing --_ Grout: Mix #/psi _ Consolidation __ Masonry __ ·Units (block or brick) --__ Mortar: Typeipsi _ Mortar Batching 1 Struct Steel __ Asphalt Concrete --_ ·Units: Block _ Electrode Storage __ Prestress Cone __ Roofing --_ Units: Brick _ Torque Applied __ Pile Driving __ Reinf. Steel --_Steel __ Fireproofing __ Steel ---. _ H.S. Bolts __ Waterproofing __ H.S. Bolts -·--_ Metal Decking __ Non-Destructive __ Tendon (PT Strands) --_. _ Electrodes __ Soils Technician __ Other --. __ Fireproofing __ Batch Plant __ Other --___ Other _ Corrective action required __ __ Bolt Pull-Out __ Other --_ Corrections completed - \ /5 CERTIFI ATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME_D4n.-...::_..;....:...:....,.,._~-'--"'~-"-'--==--'-fks...,_.,.,c..;/E,=;:--------, CERT. N0.-----4q~1L..J7~0~3~---=S1)=-#:'_3_,..$:....,/'----__ (Prl~) INSPECTOR SIGNATURO~ /~ PSI-B-900-170(2) DATE __ ____,._~//_-_/'f{~--'f!__. ____ _ II Ji , •J lllfotmation • ®To Build On Page_1_of_ 'Engineering • Consulting • Testing INSPECTION REPORT PROJECT (Name) _ _,_l_c...e&)~-~/4~14--J/\:...:;._..c::c/;;...;. __ CLIENT __ L __ -.....,c,~~ ..... G~6""----- DATE _ _.._\_-_l ~3_-_4_'j'_.___ (Address) ______ ___,.-------"71.,...,....- Gi,{ 5 (3 A} :q ~ Architect ___ /c/~_CJ~-~1:=-----,-----'------'------- REPORT NQ. ___ 7~0-'2.,~c~z_~--/_.:o._,&_o_ Building Permit No. ________________ _ Engineer ___ · _.I/Yl'--_i1-_· --Wl-----+----------Plan File No,-------''------------- Govt.-Contract No.--'--------------- Contractor. ___ 73_,_~/J __ c ________ _ OSA-or O.§!:iPD # ~ · Other r-v11.:;;;;,;AJ ... ~, V ,,,.., 5 INSPECTION _OSHPD _OSA __ Specialty __ Mechanical __ Electrical __ Roofing _ll_concrete __ Masonry __ Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out MAT'LSAMPLING _ Concrete Cylinders __ Cement __ Mortar Samples ___ Grout Samples __ Masonry Prisms _ Masonry Block __ Fireproofing· __ Units (block or brick) __ Asphalt Concrete , __ Roofing __ Reinf. Steel _ .. _Steel __ H.S. Bolts ___ Tendon (PT Strands) __ Other __ Other ____ _ __ Other ____ _ QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST ______ Rinf.:Rebar_-,--'-~--A. Plan & Specs _____ _ _Jt_ Rinf.: W.W.F. G, K lz ~ Clearances_· _____ _ _. _____ Rinf.: Tendons _ Positions ________ , ______ Cone.: ~ix #/psi_. ~ Sizes_~-------• _· _ Cone.: Mix #/psi _}qLaps ________ _ ___ Qonc.: Mix #/psi _ Future Continuity #/psi~· __ _ __ __ __ Grout: Mix #/psi _ Consolidation _____ _ ______ Mortar: Type/psi. _ Mortar Batching ____ _ ____ Units: Block _ Electrode Storage ____ _ ___ Units:Brick· _ Torque Applied ____ _ ____ Steel_~...,....----~~ _ H.S. Bolts_-___ ___,_ __ _ ___ Metal Decking __ -__ _ ______ Electrodes---'--~--- --_ Fireproofing _____ _ _ __ Other __ --'-------·-__ Corrective action required __ ----'---------_ Corrections completed __ _ le--p) CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building,codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · PSl-8-900-170(2) INSPECTOR NAME __ n .... · ~t,-:Y\,~--~-t-=----':=''---_._._Vf:_G_ ... _,,(:;; __ ,....--'-_ tC~.'i Vl~d'1 INSPECTOR SIGNATURE__.U_~---"~'----1--+{_!:_...,(_k"""lr--{"'"_---'_f' ___ tfL ___ CERT. NO.'--_)..-:.-=-S::....3_,___'J'--~=--------- QATE-'---_ ___,_/_-__._·{-=-J_·-_Cj__._____.J _____ _ l ,,,.. ~ •/lnJormatzon ~-'• ,.,.,To Build On Page_1_of _J_ · Engineering • Consulting • Testing INSPECTION REPORT CLIENT __ Lec;;·~ .... C....,(.,,._'? ___ _ DATE--+1--~'~Y---1--~----- f/o;c Architect I Engineer y1f rt /J1 Contractor. 'i3BC INSPECTION MAT'LSAMPLING _QSHPD __ Concrete Cylinders _QSA __ Cement __ Specialty __ Mortar Samples __ Mechanical __ Grout Sfimples __ Electrical -. _ Masonry Prisms __ Roofing __ Masonry Block ~Concrete __ Fireproofing __ Masonry __ Un.its (block or brick) __ Struct Steel _. _ Asphalt Concrete __ Prestress Cone __ Roofing __ Pile Driving __ Reinf. Steel __ Fireproofing -. __ Steel __ Waterproofing _. _ H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other __ Batch Plant __ Other __ Bolt Pull-Out __ Other QTY -- -- -- ------ -- -·-- -- ------ -- -- -- PROJECT (Name)_~k_._C"'"""&,__,_.~k~ ...... c/c-. . .,___ (Address>----.------- {11.q-f_,/sJ? &i) I ~ . '7 o L Q ?---/ O<Y/ REPORT NO. Building Permit No. Plan File No. Govt. Contract No. OSA-or ,QSHP~ Other b:z Vl (M....)b,. MATERIAL DESCRIPTION ')dNSPECTION CHECKLIST _ Rinf.: Rebar _ Plan & Specs . · _:A_ Rinf.: w.w·.F .. ~ ( k'-_. _ Clearances _ Rinf.: Tendons ~Positions _ Cone.: Mix #/psi ___::f=sizes _ Cone.: Mix #/psi. _p2Laps _ Cone.: Mix #/psi . _ Future Continuity #/psi _._ Grout: Mix #/psi· _ Consolidation _ Mortar: Type/psi _ Mortar Batchinn _ Units: Block _ Electrode Storage _ Units: Brick. _ Torque Applied _Steel __ H.S. Bolts _.Metal Decking _ Electrodes _ -Fireproofing _ Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin· ion or project control. INSPECTOR NAME D"h, ?A:nc-l'J:G (: CERT. N0._5..=..:::~:......5~7_.J?11......-__________ --' ()(Prin~ :~,~~;_~;,~R SIGNATURE})(~ , _. \L1 -::q DAJE ______ 7-=--...l.--.1_...___---'-_____ _ / t•,..i-"iiJ Information -~~• ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: November 04, 1998 REVISION #1 OUR REPORT NO.: 059-70202-993 . ··--·---··---·-·--------·-----·-·- FIELD DATA: LOCATION OF PLACEMENT RIDGE OVERLOOK PLATFORM FOOTINGS PERMIT# 98-1645 DATE PLACED November 04, 1998 SUPPLIER TIME DELIVERY TICKET NO./TRUCK NO. SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, 0 f CONCRETE TEMPERATURE, 0f DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 5 MIX NUMBER AND PROPORTIONS CEMENT 68 WATER 75 FINE AGGREGATE November 05, 1998 COARSE AGGREGATE PSI\DAN RAMAGE ADMIXTURE NELSON & SLOAN COMPRESSION TEST RES UL TS ASTM C39-94 LABORATORY I IDENTIFICATION AGE DATE OF TOTAL CYLINDER CYLINDER COMPRESSIVE LOAD. DIAMETER AREA STRENGTH NELSON 742558 552 & SLOAN : SPECIMEN j' TEST NUMBER i OR SET NO. {DAYS) TEST {LBS.) {IN.) (SQ.IN.) (PSI) TYPE OF BREAK ----------~----------+----l··-·--·-----·H• i 18182 18182 18182 18182 I ! A B C D / SPE~l~l~~~ION;·----- 1 7 11/11/98 28 12/02/98 28 12/02/98 i ' . ------i--------~---- 1 I I 28 ; --~-------------------------- 66000 6.00 28.27 2330 Cone 107000 6.00 2-s .27 3780 Cone 96000 6.00 28.27 3400 Cone . ----· 3000 ~-- REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI · X _ representative. Test results-comply with applicable ~ specifications. Cyhnders made by Arcl)itect's or Contracto~s representative. Cylinders delivered to PSI laboraiory. Test results do not comply with· applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE-ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200·4 (4)F Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 'lr11~'i,Information ~'fiJ/1• ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD,-CA 92008 DATE: November 04, 1998 OUR REPORT NO.: 0.59-70202-993 FIELD DATA: LOCATION OF PLACEMENT RIDGE OVERLOOK PLATFORM FOOTINGS PERMIT# 98-1645 DATE PLACED November 04, 1998 SUPPLIER TIME DELIVERY TICKET NO.ffRUCK NO. SLUMP, IN. 5 MIX NUMBER AND PROPORTIONS AIR CONTENT, % CEMENT AIR TEMPERATURE, °F 68 WATER CONCRETE TEMPERATURE, °F 75 FINE AGGRl;GATE DATE RECEIVED IN LAB November 05, 1998 COARSE AGGREGATE FIELD DATA SUBMITTED BY PSI\DAN RAMAGE ADMIXTURE MIX DATA SUBMITTED BY NELSON & SLOAN NELSON 742558 552 --~ & SLOAN NOTE_:_ Af:el.lCABLE AS.T.M-5.I,;tlD/.\80.S~Ul'lLE~.O.IJ:IEBWI.S.EJtl.D.JCAIEO,:_'>L!JMe:..CliH.0ll:.AIB...~.:..Cz=ll;_Il:M=~.10§~(!1.:));J;Afflli~. l -· ! I I i i i I I;~ i I LABORATORY NUMBER 18182 18182 18182 18182 ECIFICATIONS ·-· I I i i I i I ! I SPECIMEN TEST IDENTIFICATION AGE OR SET NO. (DAYS) I A I 7 i B I 28 C 28 D I I i 28 ---- COMPRESSION TEST RESULTS ASTM C39-94 TOTAL CYLINDER DATE OF LOAD ·DIAMETER TEST (LBS.) (IN.) 11/11/98 66.000 6.00 12/02/98 12/02/98 CYLINDER COMPRESSIVE AREA STRENGTH (_SQ.IN,) (PSI) TYPE OF BREAK 28.27 2330 Cone 3000 REMARKS: X Cylinders made by PSI-representative. Cylinders picked up by PSI X representative. Test results comply with applicable specifications. Cylinders made by Architect's or Contractor's representative. Cylinders delivered to PSI laboratory. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD.BROT~ERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, ~iIJX:nc. DISTRICT MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 . r: Page_1_of _L INSPECTION REPORT PROJECT (Name)_.L __ e:;;:::::..~-+-=a:i.....,.L...;11-~"""-=~d-=.-~· · __ CLIENT Le/ e; DATE 1i -i -'.1:2 Architect __ -1f:1:-+-~C----· ..... IC_-"-------- Engineer __ vVl __ ~--'~=--~-. '.....,n'----"4---"-kv(~,,.a_'-'-. · .... Ti->-'1.._~----'---- Contractor. __ • ~15"--B ______ c _____ ~--...,,. INSPECTION MAT'L SAMPLING ~ _OSHPD -./ Concrete Cylinders _OSA · __ Cement __ Specialty ·--Mortar Samples -- __ Mechanical __ Grout Samples __ Electrical ___ Masonry Prisms __ Roofing ___ Masonry Block -- /concrete __ Fireproofing --__ Masonry _. _ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone _-_Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing . __ Steel __ Waterproofing __ H.S. Bolts -- ___ Non-Destructive ·-. _Tendon (PT Strands) -- __ Soils Technician __ Other --__ Batch Plant -. _Other .. --__ Bolt Pull-Out __ Other -- REMARKS (Address) . /7. C·kkK!t-D ~- REPORT NQ. ___ 7'--b--'-. _;:;'2;;;...0_'"2._-=--_..--_B_3_,2y_ Building Permit No. ______ ____,__,-'C=--""-<:l=---'~2=-----';}-"-__ _ PJan File No. _______________ _ Govt. Contract No.--,-------"------- OSA·or OSHPD #------------------ Other._..,,-------------'-------- MATERIAL DESCRIPTION INSPECTION CHECKLIST ~ Rinf.: Rebar JIK7J,t,1. ~ IS-,.,/ Plan-& Specs _. Rinf.: W.W.F. ..,,,, Clearances _ Rinf.: Tendons -.......(,ositions ./ Cone.: Mix #/psi s::z2../:s-c,.~ ./sizes _ Conc.:·Mix #/psi . · _LLaps __ _ Con9.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi ,/' Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage .-Units: Brick _ Torque Applied __ Steel _._ H.S. Bolts _ Metal pecking _ Elec!rodes _ Fireproofing _Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approvea plans specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · ctf~~-nm, 1s3j"8 ·? DATE __ ?-=----=le:__.-_~+J-1------- PSI-B-900-170(2) · .. • ·-Page-1:...of_ INSPECTION REPORT CLIENT 4l!le o LA .YI> DATE e..-IL.\ -j,'8 Architect __ l-l~o-1 __________ ---'------- Engineer N Q'--tif INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders -- _QSA __ Cement --..K....... Specialty __ Mortar ~amples --__ Mechanical . __ Grout Samples .. __ Electrical _· _ Masonry Prisms ----. __ Roofing _ .. -Masonry Block --__ Concrete . __ Fireproofing --__ Masonry __ Units (block or.brick) --__ Struct Steel ___ Asphalt Concrete -- __ Prestress Cone __ Roofing --· __ Pile Driving __ Reinf. Steel __ Fireproofing _._Steel -- __ Waterproofing _._ H.S. Bolts -- __ Non-Destructive ___ Tendon (PT Strands) --·- __ Soils Technician __ Other -- __ Batch Pl~nt __ Ottier __ Bolt Pull-Out ___ Other. -- REMARKS €< -11:$/t':UYC-, · //V7"0 PROJECT(Name) Lt1f?o kA&'> (Address) Cµ\,&-\ ... -5 art p e.t , REPORT NO. :C?se,.:zo:io~ ,_ e?'o 8)3, /""t<l-«H~ J NC Building Permit No. f/7•,SB':/r~:SS"S ~3:SfO-BS Plan File No, ________________ _ Govt. Contract No.--'--------------- OSAor OSHPD #~------------,- Other G12.5 5e'7t-wee:> e Fu& rn~ iV MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar ~ Plan & Specs ou .. (?S _ Rinf., W.W.F. _ Clearances . __ Rinf.: Tendons _ Positions _· _· _ Cone.: Mix #/psi _Sizes __ Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi __ Consolidation __ Mortar: Type/psi _ Mortar Batching __ Units: Block -Electrode Storage -.-.-Units: Brick _ Torque Applied __ Steel __ . H.S. Bolts __ Metal Decking __ . Electrodes __ Fireproofing ~ . Othe~ ;::-i.,u5.II 1;vC:; of:. _· _ Corrective action required __ /:'l,t.r£ ~~l!:.'.&,·l:S. _ Corrections completed .. I CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the repqrted work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building ~odes. This report covers the locations ot the ·work inspected only and does not constitute engineering opin- ion or project control. · · .... INSPECTOR NAME YB1U!1? ? ~son,; ,,,.. .....,, A INSPECTOR SIG,NATURi=-:ZZ =-(P L PSI-B-900-170(2) . <.::5 CERT .. NO. ________________ _ DATE $-IY-f,B -~ · · · --. -· · -·--E,:fiiironinetita, --------------------~-----------...... ,., ii tt:!ffu".:~i=' Page_1_of_ Consulting • Engineering • Testing INSPECTION REPORT :·~}~ PROJECT (Name)_m_...,c.._,_,.LA=---r--_v--,-____ _ DATE B-\-z.-"1~ Architect ~o"---~-------'----------...,---- INSPECTION MAT'LSAMPLING QTY __ OSHPD __ Concrete Cylinders -·-.- _OSA . __ Cement ~Specialty __ Mortar Samples --__ Mechanical __ ~rout Samples --__ Electrical __ . Masonry Prisms --__ Roofing __ Masonry Block -- __ Concrete __ FireproofinQ --__ Masonry _·_Units {block or brick) --__ struct Steel --. Asphalt Concrete __ Prestress Cone __ Roofing --__ Pile Driving __ Reihf. Steel --__ Fireproofing __ Steei -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon {PT Strands) -- __ Soils Technician __ Other __ Batch Plant __ Other --__ Bolt Pull-Out __ Other -.- REMARKS Ma:7:: <-1-::itrH . (Address) Cd:&::<.&13d o ~ , REPORT NO . ...:a5;;;=.....,.''1-"·7....;;;oe-.::;;,.o_'?. __ -_£3_3__,/'--__ Building Pern:,it No. ---'-,v..,,.,~""--~"------------- Plan File No,-----------------~ Govt. Contract No. _____________ _ OSA orOSHPD #-· .....,....-....,.......---------- Other F'r1ur 5<::1"'1Lv1 c.. ~ MATERIAL DESCRIPTION INSPECTION CHECKLIST _. _ Rinf.: R~bar _ Plan & Specs --. Rinf.: W.W.F. _ Clearances __ Rinf.: Tendons _ Positions __ Cone.: Mix #/psi , _Sizes __ Cone.: Mix #/psi _Laps _. _. _. Cone.: Mix #/psi· _ Future Continuity #/psi __ i3rout Mix #/psi . __ Consolidation __ Mortar: type/psi _ Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick, _ Torque Applied __ Steel __ H.S. Bolts __ Metal Decking __ Electrodes __ Fireproofing __ Other _ Corrective action required __ _ Corrections completed Y$ \ ... A&a,.., \ I t-;:--D o,y 'S '\ ::n,;--. @ · 3: 50 to -r-, (2.y:- 0\ ,.;))'\ I ta:;,e _lt?J<>-.. p5,, <c:OIP- CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections ofthe building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME .• ;)<:Dkb% Y J>~--:,7;;fYl....S op,_ ) CERT. NO._;z:;_ _____________ _ · · (Print Clearly) t INSPECTOR SIGNATURI= Y ,J ~ JS. :::, DATE fb-1'2..-C, :B PSl-8-900-170(2) Page_1_of~ INSPECTION REPORT PROJECT(Name) l t!JO &n, d cuENT--4,L-===e_,°1,_0.-0.--____ _____ DATE ___ g_-~)'2_-5'_,___1f ___ ~ Architect.__.....,tf __ o,-;;...-=L~-----,------,.--- Engineer_Wl~_rtiif _____ ~~~) _,...._---+ra_-_____._A-2....._-.,,,._ ..,,.f""""'( ).J...,,.·..__-__ Contractor. __ ]5......,.__....,E __ .... C_, __ --------,------ INSPECTION MAT'LSAMPLING QTY __ OSHPD ___ Concrete Cylind!,!rs _QSA __ Cement -- __ specialty __ Mortar Samples -- __ Mechanical __ Grout Samples ___ Electrical __ Masonry Prisms __ Roofing __ Masonry Block -- _){_ Concrete __ Fireproofing . - __ Masonry ___ Units (!>lock or brick) -- __ struct Steel __ Asphalt Concrete --- __ Prestress Cone ___ Roofing -- __ Pile Driving ___ Reinf. Steel __ Fireproofing _-_Steel --__ Waterproofing ___ H.$. Bolts -- __ Non-Destructive _._Tendon (PT Strands) -- __ Soils Technician __ Other --__ Batch Plant __ Other ---__ Bolt Pull-Out -· __ Other -- REMARKS (Address) __ , afJsBi:ti), (; . REPORT NQ, __ 7_0'--"'2.:Cl'-'" =-7_;;--0___.¥'-----"B'--lf~ Building Permit No. ---'~'-=-·---=6:;.__j'.._l~k,..__ ___ _ Plan File No, _______________ _ Govt. Contract No.-------------- OSA-or OSHPD #-'----'-r-....-----'-'--::t----.-f---- Other -t:-,~o .Stt +; l-K-GT :;,~1i....s MATERIAL DESCRIPTION INSPECTION CHECKLIST -Jt. Rinf.: Rebar ~'.tm. fald <f' ~Plan & Specs _ Rinf.: W.W,F. _ . . _j/ Clearances __ Rinf.: Tenc;lons --1.,..!Dositions ,.t:. Cone.: Mix #/psi t7."9./ n /~/"\a '\ ~izes __ . Cone.; Mix#/psi ·; __0.aps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi -_ Consolidation _ Mortar: Type/psi ____ Mortar Batching __ Units: Block _ Electrode Storage ·__ __ Units: Brick _ Torque Applied _Steel __ H.S. Bolts _ Metal Decking __ Electrodes _ Fireprqofing .. _ · Other XJ Corrective action req~ired __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To.the best of our knowledge, al! of the reported work,_ unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers thelocations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME· V~7ti9::tt\.~ ~ INSPECTORSIGNATUR'J)a.:,~. PSl-6·900-170(2) ~,N~---___ J-""S:'--?G.-'o/8".--14;---1,____...Sc...ail) ___ f--=3......;S-__._/ __ DATE __ ---'-z:,:,____-~/7.,=---'Cf!...l,Z.__ ______ _ REPORT OF CONCRETE 9OMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 Marc;:h 31, 1998 LOCATION OF PLACEMENT WALLS GRID LINES 1 A TO F DATE PLACED TIME SLUMP, IN. AIR CONTENT, % March 20, 1998 08 :.30 .am 4 AIR TEMPERATURE, °F 60 CONCRETETEMPERATURE, °F 69 DATE RECEIVED IN LAB March 23, 1998 FIELD.DATA SUBMITTED BY PSI\DEREK PETERSON MIX DATA SUBMITTED BY NELSON & SLOAN PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OlJR R,EP.ORT NO.: 05.9-70202-443 9UPPLJER DELIVERY TICKET NO./TRUCK NO, MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COA_RSE AGGREGATE ADMiXTURE NELSON & SLOAN 685816 1386 COMPRESSION TEST RESULTS ASTMC39-94 SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER ORSET!-10, (DAYS) TEST 16610 A 7 03/27/98 16610 B 28 04/17/98 16610 C 28 04/17/98 16610 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto~s representative. TOTAL CYLINDER LOAD DIAMETER ([BS.) (IN.) 87000 6.00 Cylinders picked up by PSI X representative. Cylinders delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SO.IN:) -(PSI) TYPE OF BREAK 28 .27' 3080 Cone ·3000 Test results comply with applicable specifications. Test results do not comply with sipplicable specifications; ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DEREK PETERSON. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC, PSI A-200,4 (4)F Respectfully subrnitted, aProfessio_nal Servic~lnd _.stries, Inc. ~. lri·· r_ -~ I .... DAVID . RY,:,., Rr DIS TRI MANAGER Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID C~TTLE LEGOLAND ESTATES INC 5600 AVEN~PA ENCINAS SUITE 130 CARLSBAD, CA 92008 March 31, 1998 PROjECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-442 LOCATION OF PLACEMENT FOOTINGS GRID LINES 7 • 5 -F TO E DATE PLACED TIME March 20, 1998 03:oo pm SUPPLIER NELSON & SLOAN DELIVERY TICKET NO./TRUCK NO. SLUMP, IN. AIR CONTENT, % 4 MIX NUMBER AND PROPORTIONS 522 CEMENT' AIR TEMPERATURE, ° F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 72 70 March 23, .1998. PSI\DEREK PETERSON NELSON & SLOAN WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE CQMPR~SSION TEST RESULTS ASTM C39-94 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER . AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST · (LBS.) (IN.) (SQ.IN.) (PSI) .. TYPE OF BREAK 16611 A 7 03/27 /98 97000 6.00 28 .. 27 3430 Cone 16611 B 28 04/17/98 16611 C 28 04/17/98 16611 D SPECIFICATIONS 28 3000 REMARKS: .K_ Cylinders made by PSI representative. Cylinders picked up-by PSI X representative. . Test resµlls comply with applicable specifications. Cylinders made by Architect's or Contracto(s representaliVE!, Cylinders delivered lo PSI laboratory. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DEREK PETERSON cc : LEGOLAND ( 4) , BERNARD ,BROTHERS, Ii. 0. K. , CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive,. Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 \ '/ CoN-~TRUCTION TESTING & ENGINEERING, INC.· ESCONDIDO• TRACY •CORONA •·OXNARD •LANCASTER ENGINEERING, INC. INSPECTION REPORT PROJECT NAME: /,.Jcp~JfN P(t;M£ll1S) PAGE_OF_ CTEJOB# ~? /0-/0~5 REPORT#---~--- I " ' ADDREss: 121 s-JJ UNI) 11-v,_srA: l>iL INSfECTION .. : -.. MATERIAL IDEm1FJCATION . ' . ',.. -.. lll--H fflA-/l.cL) s ( ) CONCRETE .. ( )MASONRY• GROUT;MIX#/PSI._~--'--,...,.,.---'~·'"""-·;,-.:.," : ---'. OTHER: ______ ~-------' ".:,' ( )OTHER -... ' •, Material Sampling ( ) CONCRETE ( ) MORTAR '( ) GROUT ( ) FIREPROOFING ( )MASONRY BLOCK ( ) REBAR ( ) STRUCTURAL STEEL ( ) BOLTS tit 1,;11:tt.'I wseu.:rtt...b _ Ol-ll ta .. uu: W4L/J r~r, 12e 1,r,_&t.t> 1N rrt4-f:t2L./.Rtr,)(AJ t 1,.,t..#-171)~/ IHK I A-, /J1/( t& I Ml< ID UR.ft fr tU l(.}£,,J. 6/J-R-S IV!Jli, I) B Srlia-0 p?/l, P((JP il u)l,,t..l) /Mt r«.11t¥r tjv Ls A-Nb PUCJ'd',vUS, rc0;qPc£rtf-.:b uJ/lLbs ,,2rU.l. .. -1,.1sRbft..O f4£ ~tu. RECEIVED MAR 171998 BUILDING DEPT. - Page_1_of_ INSPECTION REPORT CLIENT Lebo I A •'-''t:> DATE-~t~a=--3~0""-'--~c~,7..,_ ________ _ Architect _________________ ___,___,_ Engineer ________ ~--------~-- INSPECTION MAT'LSAMPUNG QTY _OSHPD __ Concrete Cylinders -- __ OSA __ Cement --..K Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms -- __ Roofing __ Masonry Block --- __ Concrete __ Fireproofin1;1 -- __ Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Com:rete -- __ Prestress Cone __ Roofing -- __ Pile Driving ___ Reinf. Steel __ Fireproofing ___ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other -- __ Batch Plant __ Other __ Bolt Pull-Out __ Other REMARKS 3?\-1:\NS PROJECT (Name) Ln2 o LA r= D {Address) <!14 e,.LS'f'>rlv Ct1 . .REPORT NO. P?"l-702.c·" Building Permit No. _____________ _ Pian File No, ________________ _ Govt. Contract No.---'-,--~---------- OSA or OSHPD #-------------- Other.,..._------~------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST -__ Rinf.: Rebar _ Plan & Specs _Rinf.: W.W.F. _ Clearances .-· Rinf.: Tendons _ Positions __ Cone.: Mix #/psi _Sizes ___ Cone:: Mix #/psi _Laps __ Cone., Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching ___ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel __ H.S. Bolts __ Metal Decking _ Electrodes ~· _ Fireproofing ___ Other _ Corrective action required ____ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all ·of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME----V1.5>U,-:tc,,., ? X~c t4 (Print Clearly) INSPECTOR SIGNATU;;zj-=B V ~'CJ PSl-8·900· 170(2) CERT.NO. _______________ _ Jps.•1 Professional Service Industries, Inc. American Engineering Division Page'-of-2. INSPECTION REPORT Project Name (per plans) __.LO&J6J.i.:.i.::...o~~l.A-.!'V".S>~l.l--~-~--~----~----------------~ Inspection Date ..:...,o.-i vv\ 't-..1) "''" I- I,.., •"2 .,-c·,-7'""(\ ... ,., "' "~'-AC.71-.-,,, r,~,.._, .. "-'' .. ,,. .. .,,_ t::-1(', <4-Vl411c,, . Cr,·ii ~i~;, ' -. , t~U"T" ~I"\ I V 1.s-;--U '-' I t::.-.... 1-':" .,._,_ ".-::-d..,.. I \ J\ .,~ ii .c.-, «;Tl:>-~O \J --+ /7.-1-7 I .<-I c, ..-n -- "'>i7A,f0,'-J -:#--, ... 1~""1l , "i7 -I -" r,;-Jllr_ 'i2,. ~-,. ....... ,..,, ... , ~ la-I-t:>O _,... c.-:-\<l. ...... M,U k ,., ~.,,---C-L \ '1. II ul ;:,-/; /Qc,..J-A -" I_,.,.. ") ,c... -'I",, .. :1-r '"' I• "?\DI,:' ALI r-,'1.. ~\f'--''-"' -ro --r ,_l ,. ?,20 :,7,--:-r -r .,., ,A.-A •-'-i.<I --=--<.. o l.:n" _ , F'-'1 r .,~.,., ' US: _c.t,;"7'_-r, C,,'-.) -c--,,-, D _1'\,V~ .c:. ........ "-'"' ·-"--,? ~ n.n 1Aw11'-> _..,+-_ M -(,.,O - -- -- h .. c._ , -I\ /u,:,n,.,.., 7 V K"'17-rn _c:_,..,.._i \ )_ t l _/ r } _\. Inspector's Name -K' -~ \ \ -~ PSI B-900-171 l'n'#;J ,~ · Professional Service Industries, Inc. American Engineering Division Page-2..of A- INSPl:CTION REPORT Project Name (per plans)-~L:..s;~-c:,=-=o,;__..:,,,L:1:t:1W!N~Du;ift!..-__ ~-----'-----'----.a..------------------ Inspection Date <,,,,.... ,,.,-..,,,, to -~o -<r, -r ~ r,,-., _.._A ,, __ .... /I~•\'\.).,..\ Ll I~..,;-«:., G'K.t iAV ;!\.T\Ol'u C-,,-." C::.i=:-t·,..,./l_ ··-A-, ,\.l il T" ':,~ "r I r, 1U· ..l-1-l O'-~ C..0 -ro C-.. ~,-IC .u::!::l · \?., 4 ct I,.. .i/lU.::f\-1 -tn A-.. 1-\-:I¼-£_ r r;...,-rv,. r -r.--::,.._r4, \ I\. t--~ ,, i>VL. "'' \"> l:,;-Al (...0•' " ..... ,r~ -.-n - -\Ar,:-.:,.n .-.;-.,,-r..-1::>, """-'"--.!l•• •"-"'-::>1= ...e., { ~ ...... r, ......... •.'Sk~fi,...,,\ -,..,,.,'2 l'l '-" L\ "..1,0,~'20.1:') ·• ,~1-10A)1 "'>~ ~ . "-LJ/1...•A\ "\\Al(, '-I· ("\ .t=i-< - " " (\_ -I\ Inspector's Name ) ·---:V V,~"'1,..r.."J i.,) u ~ \_.I. v.J ~ -I , ~ PSI 8-900-171 Page_1_of~ INSPECTION REPORT CLIENT b1;Go LA~D Architect----------...,....,--'---~----- Engineer ________ ____,-----"-,-~--~-- INSPECTION MAT'L SAMPLING QTY __ OSHPD V Concrete Cylinders ~ _OSA ___ Cement -- X Specialty ____ Mortar Samples -- __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms --·-__ Roofing __ Masonry-Block -·- __ Concrete __ Fireproofing --__ Masonry __ Units (block or brick) --__ struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing --__ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel -- __ Waterproofing -__ H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other __ Bolt Pull-Out __ Other --. REMARKS -ro 42 I '(I-( PROJECT {Name) LEc.,o LA"'i> (Address) C-t112.½Ber~ CA. REPORT NO. a:.cv70-z..01. --SJ Building Permit No·---'------------ Plan File No, ________________ _ Govt. Contract No,----:------------- OSA or OSHPD #--..c...-----------,--- Other __ __, ________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST ___ Rinf.: Rebar __K'Plan & Specs __ Rinf.: W.W.F. __ _ Clearances __ Rinf.: Tendons _ Positions ..1!_ Cone.: Mix #/psi ,52,M>s\\-l"R,';,O _Sizes __ Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi_ _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation __ Mortar:.J"ype/psi _ Mortar Batching __ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied ___ .Steel __ H.S. Bolts _ Metal Decking __ Electrodes __ Fireproofing : __ Other _ Corrective action required __ _ Corrections completed ,s '·'·' .~. t, LB"E:r: sine er 5: lD ;:,o CERTIFICATION OF COMPLIANCE: To the-best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAMEYt:s'"lt.btL'-7 1/§'.[b"')L-'?-tt:::? . INSPECTOR SIGNATU;;:y x:$':'.;?b PSl·B-900·170(2} CERT. NO. _______________ _ DATE _ _,_10""---jJ..-~q~-___,~~2'---------------- In: ii::=;:: Construction Page.-kot ~ Consulting • Engineering • Testing American Engineering Division INSPECTION REPORT Inspection Date \C ~ Inspector's Name-1,A:::::a..lilS,:-t'....._.\:::kl~:!:t:lJ[::,!_~~..1::,..,..J~~6r:±.~::::~ PSI B-900-171 (1) g • Environmental • -Geotechn~cal Construction Page_a_ot3- Consulting • Engineering • Testing American Engineering Division INSPECTION REPORT Project Name (per plans) _L-=§b'"""· =o"-· --'---'LAc...,...a=f,,.,J~D""'-"'•'--------------'---------------- Inspection Date .:;:;.~"'-'= to-"LC\-,,.7 \If'' n ......... -....,;.._ r--M.c.-..1 ,. -..... -t""\.A..~1 ·-·-..-• ..4 ,_....s..-,..,,~ ,,,.._ ·-.c ...:.., ~ I-•vz.. .J\..-\Att\.., "",\l4"rJCL.:> ¼;; 1./ P,'t C..i\ "j-1:) "','T"J4!',l r. .. -i±. LJ ., + ,c,&: .f\,-,._,~ ,A., oM.".l •• '"' i>L . .4,• • .,._,,_ ~ .. 7VL l'> \ CH::' ,Ll I .... ~ :-... -'l. ... --'r\'"'(~ ? a..:i 'Ti'.,,. ~ = .,. A ,,I! ""~~ .... ~o·~:--\,-\r ·-1 .-T,c we:._ "1#!:. .... --,..,,,.__-, -... ., .,,.,-., A ,._,,_ 'b r A., "-""., " __ ..... _ 1.1.. ... l :!t., ""'-'n"\·• ,:-, . .J.r., \':>C ,;-,.,,1_...,, ', .... , l -NC c:;._d, . ,· . . ).. Inspector's Name Ur.>:"»,:--, -;::, Vt.J"Ti' ..... ~~-..._,. v .A v 0 I, .. .. I ~ PSI B-900-171 (1) Page_1_of2.. INSPECTION REPORT CLIENT L1::1;,o LittJl.,,v DATE to-·ve--tiJ Architect __________________ ~ Engineer ___________________ _ Contractor B,·,,z.,,l,,J1? .. 1>--:. B ,2 o;;:1:B:JL':? INSPECTION MAT'L SAMPLING QTY __ OSHPD >< Concrete Cylinders _!i_ _OSA __ Cement -- -X Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block --X Concrete __ Fireproofing --__ Masonry _, _ Units (olock or brick) __ struct Steel __ Asphalt Concrete -·-- __ Prestress Cone __ Roofing __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician · __ Other __ Batch Plant __ . Other __ Bolt Pull-Out __ Other -- REMARKS MQ/l. (';. PROJECT (Name) Le"b 0 L..; !vi> (Address) <:mz 12,?i,sO CA · REPORT NO. t;;Yl ·70t.C~ Building Permit No. _____________ _ Plan File No·-----'-------------- Govt. Contract No. ______________ _ OSA or OSHPD #-------------- Other---------------~---- MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar X Plan & Specs _. _ Rinf.: W.W;F. _ Clearances _· _ Rinf.: Tendons _ Positions. ..!i_ Cone.: Mix #/psi 3l3f,Slt-:32-s p _Sizes _._ Cone.: Mix #/psi __ Laps __ Cone.: Mix #/psi _ Future Continuity #/psi ___ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching _. _ Units: Blqck _ Electrode Storage . _ Units: Brick _ Torque Applied __ Steel __ H.S. Bolts _ Metal Decking __ 'Electrodes _ Fireproofing __ Qther. Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwi$e noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the loci:1!ions of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAM~--,1~i-:::,t.--=\ .... ~--Y~~-_?~--6:n:i~n'l--~':,_o~•~'..)~~-CERT. NO. ________________ _ "2"'5 ,~ .. INSPECTOR SIGNAT~,lf-~Jf---=f---\--~.......+.,..-_-+~~.....,.,,_....,1-- PsI-e-900-110(2J DATE lO" 2.'Q··'i"7 Project Name (per plans) _4,/_,c-"-£(;;>_:..<.,o..___;Lg......:.:c·u.N=:t:i......_-'----,---,----,-----'---,------'----~------------ Inspection Date TC... v . ..., C -Ac· 11a Inspector's Name~~;u.JLI..!i,e--.:L--r:J.:!...L.l,:!..!£~u:::.----Jc......""""'~-'--;.::i,..----\;~,t.--......__ PSI B-900-171 (1) Hi} Environmental a, I Geotechn{cal •-Construction Consulting • Engineering • Testing American Engineering Division Page-3...of-2. INSPECTION REPORT Project Name (per plans)-l..,.<&..,.~'""c'--L""""A .... N=-.... ".__--------'----------------------- Inspection Date < 14°1 , , 1::--.2 10, -z_-.,, ·-"i.'1 -t-(\ l!,r. ~ J ··---•.;nc • ' ("ILJ 1\.....-:"\....._H 1. '-.'°~~ ~C:. A \J ,A.-;-1 C ,-...:, ~ . ., -~-=--l~ t:-VZ MAI""·' A-, -<.-.'A.ic;..J ~ ..::; ~-..... ~L) TO ~ ,V""'{, ,Ui'-,J~ ""f'>+ -SD C,r,~·~.4-,.,....,..,., .:>,A-, ,.,, .. r\.:. C) " -, -:,VL j:>' ()i;:" Al, C <'-l> ,N l-._..., -~l.,,. -., ,n_,,-, .,.,-e-c.., r "?L..o• -·-.<I,._,~ -S l:> l:C."'.L. 1 C-1 ~-IA n ::: ...i <!... <-1..::.-t".-r'"l:.r, • • -87--,'":!,G A IV~ C,,A"---•.::..;:a...!\r,. . ;'V'\. .. ' ' ~ .""IA,.._, DA ia,..c--. ~.:2..11>..• .1 \ 'f',,./ t-;v t, f., -.:: \-.. vJ Y-,) \\.. Inspector's Name l ./.-rin <:f,"\• '~ ·vl.::"r" c.-n L ->J r ' ~ PSI B-900-171 (1) Page_1_of ...!:l INSPECTION REPORT CLIENT l..ez-.io LAJV'.D DATE 1°~J..7·S7 Architect ____________________ _ Engineer ___________ --'------~~~-- INSPECTION MAT'L SAMPLING QTY __ OSHPD __ Concrete Cylinders -- _OSA __ Cement ~Specialty ___ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical ---Masonry Prisms ---- __ Roofing __ Masonry Block -- __ concrete __ Fireproofing -- __ Masonry . __ Units (block or brick) -- __ Struct Steel __ Asphalt -Concrete -- __ Prestress Cone ___ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing ___ H.s. Bolts -. __ Non-Destructive __ Tendon (Pt Strands) --- __ Soils Technician ___ Other -- __ Batch Plant __ Other ---- __ Bolt Pull-Out __ Other -- REMARKS PROJECT (Name) Ltn20 kAN s;, (Address) <'t:'IR-1::zu:P C,A. REPORT No _Jc; . Q51:1·7ct2.P"2, H- Building Pe(mit No.-------------'---- Plan File No.--~-------------- Govt. Contract No. ______________ _ OSAorOSHPD#-------------- Other,.._ -------------,-------'-- MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar Kp1an &Specs ___ Rinf.: W.W.F. __ Clearances __ Rinf.: Tendons __ Positions __ Cone.: Mix #/psi ___ Sizes __ Cone.: Mix #/psi __ Laps l __ Cone.: Mix #/psi -__ Future Continuity #/psi ____ Grout: Mix #/psi __ Consolidation __ Mortar: Type/psi __ Mortar Batching __ Units: Block __ Electrode Storage ___ Units: Brick __ Torque Applied __ . Steel ' _H.S.Bolts ___ Metal Decking __ ._ Electrodes __ Fireproofing ____ Other Corrective action required __ __ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAMEYS;'-1Lb7L ? -Vtm-:rt-:>01':;? INSPECTOR SIGNATUR--;--QJ i""?~ PSI-B-900-170(2) _ CERT. NO. _______________ _ DATE , 1::1 • ::c:z-S7 Ii ii :'e':=t;::/ Construction Page...b..of_!/_ Consulting • Engineering • Testing American Engineering Division INSPECTION REPORT Inspection Date o- PSI B-900-171 (1) -c_ N o. Project Name (per plans)~L-fil~~-?o_L~A...,_...,N...,.b-=----,----,--------'-----c~-'------'------------'----- Inspection Date 1.;:i-,,-c.;-i Inspector's Name i /_,...,, .. ..,(... Y-Y ~.L.---, r• PSI B-900-171 (1) Inspection Date < ,.,.., -.:-:,.? IC-z:,. en 'T (I A-.• -..·.r--~ ,,"(""lr,t,... ,, • .,., ''"""' '-.l,,. ::.--; -:-·,c-, ,.. ,I,.-,, ,1 O,.J ~-O·" C:.·'"'I -. 'V'>. ~ll.,IJ A-r < -ru.;c~ ~ < '2-\ r.o ,-.-:, 'ST}A'\\C/-...J~ .c;·o + so "~"'-,.v,_ .... , ~ ,"'l.. ='-A< ',v l-p,11 i:::''-'L:. v\?r. AL Lr·,,.._, ~ "· -~ -.-... . .:--·~-.;.Jt:.'7·f" V\...,\, .. _ ..,_.,_-:--, c:. I:> ,s-r \ G-1 C. ~ , \ C l'v ,:,. <, l~c'.:Ti ,-,.._:, -c-L7'2,rJ .<>,.,_,._, r· . .11 v.::. P,~ 'b ~Y\l..,y,.J I ' "','.~~--:IA<2.."""' 7"'>,'> "" ... \..J , •• tv ,-.. s .. ,; Page_1_of 2:: INSPECTION REPORT CLIENT U&o Let:1/D DATE /f.--t R-.:r, Architect ____________ -'------- Engineer __________ '---------- Contractor. 73~·;. k·nt<Dt.fa INSPECTION MAT'LSAMPLING QTY _OSHPD ~ Concrete Cylinders _::L __ OSA _. _Cement -- ~Specialty __ Mortar Samples --__ Mechanical __ Grout Samples --·- __ Electrical __ Masonry Prisms --· __ Roofing _. _Masonry Block -- 'X' Concrete __ Fireproofing. --__ Masonry __ Units (block or brick) --· __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone _._Roofing -- __ Pile Driving __ Reirit Steel -- __ Fireproofing __ Steel __ waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other --· __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS o<-1:> Ci t ':r'. <5:T7::\ "I'. t l-';')u 6 . ? l P (~ PROJECT (Name) LGs;,O l.4-r-rD · (Address) C1u,;sf.>tP fA. REPORT NO. o&J•1.-1u+-c'" -gt/' Building Permit No. __ M~~'---~""'". __________ _ Plan File No·----------------- Govt. Contract No.---"------'---------- OSA or OSHPD #------------- Other-'-. -----'--------'------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST _. _ Rinf.: Rebar K Plan & Specs __ Rinf.: W.W.F. . ' _ Clearances · __ Rinf.: Tendons _ Positions ~ Cone.: Mix #/psi 3·2.3 t'h I bSZ:$'9 -. _ Sizes __ Cone.: Mix #/psi . _Laps ._ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: ·Mix #/psi -.. -Consolidation ·_ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _. _ Units: Brick _ Torque Applied _Steel __ _ H.S. Bolts -. _ Metal Decking _ Electrodes _. _ Firepr9ofing _ Other _ Corrective action required __ _ Corrections completed :d:Nl'> L/Nl'1 A-64 ft< s-: q.e. c;.,rv b ·r-o .?t .;4 /Y S J S f>fil J ~ I <:..,,4 Ll QIV';;, \4J:DNE:Q1U..-t r\.Jh -l'.oNT- CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported·work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME~Pri•~V INSPECTOR SIGNATU . ,._'; ,. -~.--....... "•-, ' PSl·B-900-170(2) CERT. NO. __ ..__ ____________ _ Professional Service Industries, Inc. American Engineering Division INSPECTION REPORT Page-3:_of~ Project Name (per plans)__._L .... G:t::>..,_·-"-""'o"'--.,,,L"-"'A:Cl..l!or,..;"-'1:>.....__ ______ -,-__ -,--________________ _ Inspection Date rr - \ L1 I• (. ,0 Inspector's Name-¥:._cJ++---+....v.;1.,C:::==-. ______ --,, ___ ---'-- Ps1 B-900-171 Page_1_of_l_ INSPECTION REPORT CLIENT l.&o l.,A-7Vb DATE l \-\ 'tb ~ c:i, Architect ______________ __,. __ _ Engineer ____________ -,-'-_____ _ Contractor 'j5i.,,.,:z..-1t,,J<:1:a--'i> s INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders --· _OSA __ Cement . . ~Specialty _._ Mortar Samples -·-- __ Mechanical __ Grout Samples -- __ Electrical -. _ Masonry Prisms -- __ Roofing __ Masonry Block -- __ Concrete __ Fireproofing -- __ Masonry __ Units (block or brick) _. _ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Hoofing --· __ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel __ Waterproofing __ H.S. Bolts __ Non-Destructive __ . Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS PROJECT (Name) L.ez:zo t .. ,tzt .. /D (Address) &t,u, <"al:Vrl> CJ., REPORT NO. 0$ <"1-"1 c• <-Q ~ --, f]Lj ff t Building Permit No. ---'M.....,7,,_@.£.."-__________ _ Plan File No. ________________ _ Govt. Contract No. --------------- OSA or OSHPD #---------'------ Other--~------------------ MATERIAL DESCRIPTION )<INSPECTION CHECKLIST __ Rinf.: Rebar -. Plan & Specs __ Rinf.: W.W.F: _ Clearances --. Rinf.: Tendons _ Positions __ Cone.: Mix #/psi _Sizes __ Cone.: Mix #/psi _. Laps __ Conr;:.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi · _. _ Consolidation --. Mortar: type/psi -. Mortar Batching __ Units: Block _. _ Electrode Storage __ Units: Brick -. Torque Applied __ Steel _. _. H.S. Bolts __ Metal Decking . __ Electrodes -.-. _ Fireproofing . _._Other _ Corrective action required __ _ Corrections completed - A:,uD CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otheiwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. CERT. NO. _______________ _ DATE __ ·~fl~-~l~CS~-~'"t~)L,_ _________ _ PSl-8-900-170(2) INSPECTION REPORT CLIENT l.G'bo LAµD DATE 11-\'J -9/ Page_1_of ...:Z.... PROJECT (Name) Ll:rt-.c LA-,vt:> (Address) (:Aa,1 $MD cA, REPORT NO. o:;:c,-7,nc'L -A-3 Architect ____________________ -'----Building Permit No. ¥14 · · Plan File No·------"---,,-----,----------- Engineer _______________ ---'-___ Govt. Contract No.-~------------- INSPECTION MAT'L SAMPLING __ OSHPD X Concrete Cylinders _OSA --. Cement ~Specialty __ Mortar Samples __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms __ Roofing _._ Masonry Block X..Concrete . __ Fireproofin-g __ Masonry __ Units {block or brick) __ Struct Steel _. __ Asphalt Concrete __ Prestress Cone __ Roofing __ Pile Driving __ Re inf. Steel __ Fireproofing __ Steel __ Waterproofing __ H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician ___ Other __ Batch Plant __ Other __ Bolt Pull-Out __ Other REMARKS s :rt'lLYY'!-'DA--r1-, 1'.J Tc,, QTY ..!L -- -- -- -·-- --· -- -- -- -- -- --·· . . --·- -- OSA or OSHPD #-------------- Other---,------'-------------'----~- MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar 01an&Specs __ Rinf.: W.W.F. _ Clearances __ Rinf.: Tendons _ Positions 2!:.. Cone.: Mix #/psi 3'2.3't.f,1)• :5:250 _Sizes ___ Cone.: Mix #/pst . _Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation ___ Mortar: Type/psi _ Mortar Batching __ Units: Biock _ Electrode Storage ,--Units: Brick _ Torque Applied __ Steel __ H.S. Bolts __ · Metal Decking i I __ Electrodes __ Fireproofing i I __ Other _ Corrective action required __ : _ Corrections completed l l cr::T i . SH3.UQN -01...,'i.,Q ,, -ArV~ o ~ b-\a 0 CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This. report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME~'-? XITTJ:fl1.f>?t-J (Prtnt Clearly) ~ INSPECTOR SIGNATU~J~ .. ~S::::) PSI-B-900-170(2) , CERT. NO. ___ __, ____________ _ ~-, ,~ ProfessiQnal Service Industries, Inc. American Engineering Division INSPECTION REPORT Pageiot_J,._ Project Name (per plans) ___,l...,~="-'o"'-----'LA=i..,.:\'I.J"'!..i:>.,__, .,L__--,----'-------------'--------------- Inspection Date Inspector's Name PSI B-900-171 Page_1_of ___ l INSPECTION REPORT CLIENT /_t:n:,c lA:zyD DATE //-/ 7 -<Z 7 Architect ____________ ____,.; ____ _ Engineer ________ ~~--------'--- INSPECTION MAT'L SAMPLING QTY _OSHPD ><"concrete Cylinders _!L_ _OSA __ Cement --__ Specialty __ Mortar Samples ---- __ Mechanical __ Grout Samples -- __ Electrical . __ Masonry Prisms --__ Roofing ___ Masonry Block -->< Concrete __ Fireproofing --__ Masonry __ Units (block or brick) __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing __ Pile Driving __ Reinf. Steel -- __ Fireproofing ___ Steel -- __ Waterproofing --H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician ___ Other __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other ---- REMARKS C,,u <2..,1::> A c?L\ r::t:I--YL A M t:.::rt,.., ' 'A {Y ('CNt;..,,:Z...n:::nz;: PROJECT (Name) L&120 64,v D (Address) l+V?-<'2 l:Uµ> f!.4 , REPORT NO. ~9-7DLlY2 .-83 ~ Building Permit No .. -f_,M~~~-____________ _ Plan File No,--'----~------------- Govt. Contract No.--------------- OSA or OSHPD #------------- Other __________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar ><" Plan & Specs · __ Rinf.: W.W.F. -_ Clearances __ Rinf.: Tendons _ Positions ~Cone.: Mix#/psi.<t.-o~C: ·3Z."$0 _Sizes __ Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi _ Future Continuity #/psi ___ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi· _ Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick · _ Torque Applied __ Steel __ H.S. Bolts __ Metal Decking ___ . _ Electrodes __ Fireproofing __ Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAMF ~ \:Pl-\::> Yt;fTh~20-t::' CERT.NO. ________________ _ ?)ntC;_rty~-~ ..... INSPECTOR SIGNATUR;J.2__,\,........,=J--f--+---X-i--~~---~-...,-DATE t I-n ~s 7 PSl-8-900-170(2) Page_1_of __ /_ INSPECTION REPORT CLIENT l151po l..A-7Yt::> DATE //-/7-97 Architect __________ -_________ _ Engineer ____________ ~------- INSPECTION MAT'L SAMPLING QTY _OSHPD ~ Concrete Cylinders ~ _OSA __ Cement -- __ Specialty __ Mortar Samples __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms __ Roofing __ Masonry Block -- ..Xconcrete __ ·Fireproofing -- __ Masonry ___ Units (block or·brick) --. __ struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf: Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S .. Bolts --- __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other -- __ Batch Plant ___ Other ----- __ Bolt Pull-Out ___ Other -- REMARKS l/(olf, J-VG7Sc,v /(\..;' Lot PROJECT (Name) Ls&o lA-,,./p (Address) &-1-t$f!;Ai> C!-4, REPORT NO. DSC/k)02 0 'L. -&:'.? f3 Building Permit No. r,t::::. 91 -I~ '7,o 7 Plan File No. _______________ _ Govt. Contract No. _____________ _ OSAorOSHPD#------------- Other ____ -,-----'-------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar ~ Plan & Specs __ Rinf.: W.W.F. _ Clearances ___ Rinf.: Tendons _ Positions ~Cone.: Mix #/psi $2.2 -30QQ _Sizes _. _ Gone.: Mix #lpsi _.Laps __ Cone.: Mix #/psi -_ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ . Mortar: Type/psi -. Mortar Batching __ Units: Block _ Electrode Storage ___ Units: Brick _ Torque Applied __ Steel __ H.S. Bolts __ Metal Decking ' __ Electrodes l ___ Fireproofing l __ Other _ Corrective action required __ _ Corrections completed l L.1/L e ,, ::S (...(.,t ,'V\ i> ,-':I, ;} , I . , -;, CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building.-codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. • INSPECTOR NAM-;-pl-f/Ltn'-? Ye:.::77:D:L-z..!>i-....> CERT. NO. _______________ _ (Print Clearly) " t INSPECTORSIGNATU:E)2..,.J . }?_ ?~ DATE II-CZ--9 7 PSl-8-900· 170(2} Page_1_of _l_ INSPECTION REPORT · CLIENT l1JZ20 l 4NO DATE __ ,~·1_-~1_3_-_c~/7--'------ PROJECT (Name) l-bJ..-,o Lg &D (Address) C/4,sa,qn le, REPORT NO. as.-;.zoio:z.. ..,...,._?f:· Architect _________ ~-----,--,--------Building Permit No. ~t1-;,;~ift~----------- Plan File No·-----------~----- Govt. Contract No:-------------- OSA or OSHPD #·-------------- Other----,-~-----'------------ Engineer _______ __,_---"----''-,--'-------- INSPECTION _OSHPD __ OSA .X Specialty __ Mechanical __ Electrical __ Roofing __ Concrete __ Masonry __ Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out REMARKS 7Btt-r NQ MAT'L SAMPLING __ Concrete Cylinders __ Cement __ Mortar Samples __ Grout Samples __ Masonry Prisms _ . _ Masonry Block __ Fireproofing __ Units (block or brick) __ Asphalt Concrete __ .Roofing __ Reinf. Steel ___ Steel __ H.S. Bolts __ Tendon (PT Strands) __ Other __ Other __ ~-- __ Qther ____ _ $,~ QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST __ · __ Rinf.: Rebar _________ Plan & Specs _____ _ __ __ Rinf.: W.W.F.. _ Clearances ______ _ --. ___ Rinf.: Tendons . _. Positions _______ _ ____ Cone.: Mix #/psi _ Sizes ________ _ ______ Cone.: Mix#/psi ·-Laps ________ _ __ __ Cone.: Mix #/psi _ Future Continuity #/psi. ___ _ _. ___ Grout: Mix #/psi _ Consolidation..., ______ _ ____ Mortar: Type/psi -. Mortar Batching _____ _ ____ Units: Block _._ Electrode Storage ____ _ _ . _______ Units: 'Brick _ Torque Applied _____ _ __ -. _ Steel ___ --'----- ---__ H.S. Bolts ___ ~--- __ . ___ Metal Decking _____ _ ____ Electrodes ______ _ ____ Fireproofing ______ _ ____ Other ___ ...,.... _______ Corrective action required __ --'--~------'----__ Corrections completed __ _ .i.J{;,'"")4 '7}t G)L o,.; f:UlD off P.. 14 t !'\I · WA l"l'/fV(..,._ , iv s: c? 12 \(VI c-:::r:> , Y t;m Z2Dn,UC Pc.•t:r. :re, teA:ttv, rffcrr w &J1 e> . c&!sT 1/-7l_..,.,,,-, Le1--r s:, -cw Ar 11: ~o CERTIFICATION OF COMPLIANCE: To ·the best of our kno'!"ledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute·engineering opin- ion or project control. CERT. NO·--------------- DATE_-1...ILl~-~-'~3~--·~1~7------,--------- PSI-B-900-170(2) Page_1_of _b INSPECTION REPORT CLIENT LeGo LAIV 1> DATE l l-12-4"7 Architect __________________ _ Engineer----------~----'--------'-....;... Contractor. B5J2..N *Lt>;;:, J312..0TI½6JL-<;;, INSPECTION MAT'L SAMPLING QTY _OSHPD -25_ Concrete Cylinders _!L_· __ OSA _._Cement -- 25:_Specialty __ Mortar Samples --· __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block ---- ~Concrete __ Fireproofing __ Masonry __ Units (block or brick) --__ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing --__ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing _. __ H.S. Bolts -- __ Non-Destructive __ Tendon {PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out _. _Other REMARKS IC C.,0 <V S ::r:,12--½ C, :0 0 N ?LIA-,Y$ PROJECT (Name) l.6"bo LAtvD (Addres~) (AWBA:D CA. REPORT NO. 1..br.'1 - 7 CLO],..... -~ _9- Building Permit No. _,_,_:....:.:l:.,__ ___________ _ Plan File No. ________________ _ Govt. Contract No. _______________ _ OSA or OSHPD #---'------------- Other-'--'------------------ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ : Rinf.: Rebar _· -. Plan & Specs __ . Rinf.: W.W.F. _ Clearances __ Hinf.: Tendons _· Positions ~ Cone.: Mix#/psi.3?.'.?>8:W-32-50 _Sizes ___ Cone.: Mi1< #/psi _Laps ____ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage ____ Units: Brick _ Torque Applied __ Steel __ H.S. Bolts __ Metal Decking __ Electrodes _-__ _ Fireproofing ___ Other ___ Corrective action required __ _ Corrections completed '11,.,QTe:D. <' ON c.. g.. <Dl.2' CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported Work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE~--=~-.....,.,_.,...,...\,-1:~~....,...,..~:r PSI-B-900-170(2) CERT. NO.---'--------------- DATE 11-\'"'Z... ... q 7 trut;;J ,~ Professional Service Industries, Inc. American Engineering Division INSPECTION REPORT PageLof Z. Project Name (per plans) ~L.......,fiU'-"'::i""'o_...._l .... ,L.JA:w.~=--l:>""----------------------------- Inspection Date PSI B-900-171 5 I$ . , ... If(;!,;' Environlfle!'lal .,.... Geotechn,cal •-~ Construction _, 0~ 1 Page_1_ofL Consulting • Engineering • Testing INSPECTION REPORT CLIENT Lt:"bO L-A.ut::> DATE n-n .. -9. 1 Architect ________________ ~~-'- Engineer _________________ ~-- INSPECTION MAT'L SAMPLING QTY __ OSHPD X: Concrete Cylinders \ "2;. _OSA __ Cement -·-__ Specialty I __ Mortar Samples -- __ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms --__ Roofing _._ Masonry Block -- ¼_Concrete __ Fireproofing --__ Masonry __ Units (block or brick) -·-:·- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel --__ Waterproofing ____ H.S. Bolts --· __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other -- __ Batch Plant __ Other --__ Bolt Pull-Out _._Other -- REMARKS ser# \ " 2,o A: r ~u6'1?dl2x,A,-.)(;, t-Jpg.nt 5t . ::5_"--1.A'IV\ v--1.s ., 2 ., . .) PROJECT (Name) L&<::, o LA ,:,.(t;> (Address) ldt2..½"ol1e 04. REPORT NO. os~ -202.02 __,, i.tf /.} Building Permit No."""'· 1:.,,,.,;..;1 i=!. =------------- Plan File No. _________________ _ Govt. Contract No. ______________ _ OSAorOSHPD#---,-----,----------- Other __________________ _ - MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar ,,< Plan & Sp~cs _ Rinf.: W.W.F. _ Clearances __ Rinf.: Tendons _ Positions -~ l:£.. Cone.: Mix #/psi ..sr..o _Sizes __ Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi. _ Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel __ H.S. Bolts _._. Metal Decking __ Electrodes __ Fireproofing __ . ,Other _ Corrective action required __ _ Corrections completed II ,.,... .4T (, ... ·. 20 H(LP...) Ve:::J> Ql'--/ :S l°To ".L. ·-:, QNe" se-r c:;,c;:.. .,. ru:mr:!> -A ... 73 J c. -7 7 0 CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NA~BJL J? VefZ:o")LJP ,-.) CERT.NO. _______________ _ . (Print Clearly) ~ INSPECTOR SIGNATUR_E_) ___ 2_ _ _/~27'9 PSI-B-900·170(2) DATE ll-rz..-17 Page_1_of_\_ -INSPECTION REPORT CLIENT /,&::<;,o L,4,yt> DATE U-11-91 Architect ____________________ _ Engineer __________________ _ Contractor. i$CDZ:NB:rY?s i3-1'2-0ntlflt5 INSPECTION _OSHPD __ OSA ><: Specialty __ Mechanical __ Electrical __ Roofing __ Concrete __ Masonry __ Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out REMARKS A-{¼,..,v@ MAT'LSAMPLING __ Concrete Cylinders _-_Cement __ Mortar Samples __ Grout Sample~ __ Masonry Prisms __ Masonry Block __ Fireproofing ___ Units (block or brick) __ Asphalt Concrete __ Roofing _. _ Reinf. Steel __ Steel __ H.S. Baits __ Tendon (PT Strands) -:-Other ___ Other __ Other 5 1TJ.5: No c=:i<cl'\:v&noN T:rl-IS QTY -- -- -- -- -- -- -- -- -- -- -- ------ -- --. PROJECT (Name) Lcll,,,o L+,vp (Address) ('A.4 s BA :o <:A-. REPORT NO; 059. 7 o:z. 0:7 -·(,, ,::· Building Permit No. --'!-=Uc;,.~'-'-------~----'-- Plan File No, _______________ _ Govt. Contract No. __ -------------- OSA or OSHPD #-------------- Other ___________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar _. _ Plan & Specs __ Rinf.: W.W.F. _ Clearances __ __ Rinf.: Tendons __ Positions _. _ Cone.: Mix #/psi _Sizes. __ Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi ___ Consolidation ___ Mortar: Type/psi . _ Mortar Batching · __ Units: Block ___ Electrode Storage ___ Units: Brick _ Torque Applied __ Steel __ __ H.S. Bolt~ __ Metal Decking __ Electrodes __ : Fireproofing _._Other _ Corrective action required __ ___ Corrections completed T9 -~A: l t-..1' > CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAMe:-=I?t.m.-5J<.. 7 Vej?-J)V·,? (\..) _ CERT. NO·--------'--------- (Prtnt Clearly) . ~ ~- INSPECTOR SIGNATUR"iC)2., 5?. k _-:;--;;,. PSI-B-900-170(2) - Page_1_of_ INSPECTION REPORT CLIENT !.EC-.o LA:t\.JD DATE //-/0-97 Architect __________ --'"-~-------- Engineer _____________________ _ Contractor. &-m Nd .e-7.;>,s BAA nt:GX-5 INSPECTION MAT'L SAMPLING QTY __ OSHPD __ Concrete Cylinders -- _OSA · __ Cement -- --2('.'.' Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical -. _ Masonry Prisms -- __ Roofing __ Masonry Block __ concrete __ .Fireproofing --__ Masonry _._ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) --·- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS M 0: I Q \ ::rJ+ PROJECT (Name) L!rr::,o UJVi°:::) (Address) Cit4SB+o C.4. · REPORT NO. os 9 • 7.02-0 "'l.. -cf,:./ Building Permit No. -:N...;:__,k:=;__ _____ .__ ____ _ Plan File No. _______________ _ Govt. Contract No.---,------------- OSA or OSHPD #----------~--- Other--~'------------------ MATERIAL DESCRIPTION INSPECTION CHECKLIST -.-· Rinf.: Rebar _ Plan & Specs __ Rinf.: W.W.F. _ Clearances __ Rinf.: Tendons _ Positions __ Cone.: Mix #/psi _Sizes -. _ Cone.:. Mix #/psi . _Laps __ . Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation --. Mortar: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel _. _ H.S. Bolts __ Metal Dec~ing ·_ Electrodes . -· Flreproofing . __ Other _ Corrective action required __ _ Corrections compl_eted A-:T CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, \.mless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE-_,;;.-,.c;....--'...,._....,..,.-lo--'_..,..,.,-.,...,.._,_ PSI-B-900-170(2) CERT. NO. __________________ _ DATE_-!..l~l_-~\~C;._•~«~J,__ __________ _ Page_1_of :/_ INSPECTION REPORT CLIENT l@o LA,tlt> DATE 11-7-c:r7 Architect _________________ _ Engineer __________________ _ INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders _OSA __ Cement --...2s.... Specialty __ Mortar Samples --·- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms -- __ Roofing __ Masonry Block -- __ concrete __ Fireproofing ·-·- __ Masonry __ Units (block or brick) -- __ struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing --__ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Stra11ds) -- __ Soils Technician __ Other -·- __ Batch Plant __ Other __ Bolt Pull-Out __ Other -- REMARKS Vo-:::&1fy· Ttl:147 AL$-O PROJECT (Name) L&?O lA11.i"i:> (Address) C!ettus?>A:I> C.A, REPORT NO. ffiCJ -2020 '2. Building Permit No. _____________ _ Plan File No·---'---------------- Govt Contract No.--'-'--"------------- OSA or OSHPD #------'--------- Other ___________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST ___ Rlnf.: Rebar __ Plan & Specs __ . Rinf.: W.W.F. _ Clearances __ Rinf.: Tendons _ Positions __ . Cone.: Mix #/psi _Sizes i ___ Cone.: Mix #/psi _Laps ! __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi __ Consolidation __ __ Mortar: Type/psi -. Mortar Batching __ .Units: Block __ Electrode Storage __ Units: Brick __ Torque Applied ___ Steel ! ' _H.S.Bolts ! __ Metal Decking __ Electrodes __ Fireproofing ___ Other .. _ Corrective action required __ _ Corrections completed ,s i>LANS i4,, .. n-., ,He[ i I-(:;, -'? 7 CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported Work, unless-otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This-report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR SIGNATURE...,,._-~-+-+.Ji~==,,,-..,._.......,.- PsI-s-soo-110(2J CERT. NO. _______________ _ DAT~_....!..1..:..1~--=b_-_q_;_I_,_·---'----------- r..;;;;J ·~ Professional Service Industries, Inc. American Engineering Division INSPECTION REPORT Page .Z.of .!L Project Name (per plans)--=L=q&"-""'-o~l,......,_A,_._N-"-""I>~--------'-------------------'---- Inspection Date T0'2-Y\A. t AC...L Inspector's Name~~-tat.'4'.:....J~lE2'-22hL.~~~l:::ir=:":t::.:;=;:;:::;~~=- PSI B-900-171 IN -O"l.11..0 ~-· 111!:!!!!J Professional Service Industries, Inc~ American Engineering Division INSPECTION REPORT Project Name (per plans) __.::L~§"to~~0,1,..__..::::L::::iA=N>L.l,,t>L.._ _______ ---''----------'------------- Inspection Date C:::::,,.:n --~n. l \-, -<:., ,c.. Af"'\<uC::...,.~,,. C'...'TI r--N () .... , \'\. r,-, i\. ' l 1,, 6""::::, t~·CA\.l A-T? c ,-... ' r-,..n(2_ v\.rt· c:;.,~_. ... ,~ '?,~G" 4-r -S·n4 n n ,., , il \'1_.--\-C:,"3 S-<o ""r{) "'~'Tl 0"--" -rt-11..-\-t;i...<; A "-I~ vt AL\"'-C;: . "'?\ Pr. ~, l C\/2...u IN l.o -r-r--"'\'"""\-\~ \> «'-.t'"\ "'IT.;"'"'t!'-? I .Ll.1...1 <:._ . C i> C:,7:.... \ C--\ L l~ j"{ C""-.J <:, C:.l~"r-rc".••' -\.)(... 7 -;,,. n ,tl ""-J~ n ..i1 iJ, <::..~U\-:--.. N'-L\.IA I\ ' <. TP'\('..10 -.o..,_(2_~ \)-<1._ A,,,.,..,(:::, run ~ ~-~ . . . -A "-...... A Inspector's Nam~_,.1 .. nt.."? 1/i~ --... 'l""') )\ p }:) ( \_ 1 V PSI B-900 171 . ~.J I,~ Professional· Service Industries, Inc. American Engineering Division· INSPECTION REPORT PageLof _!/_ Project Name (per plans) _..,,,,L&,=t....o....,""--=LCL,,qLL/1.[D=-,e__--------------"----"----------- Inspection Date J -, - m_ I/ rn Inspector's Name-l<!~~~~I!~~~~~....JJ.~~~';;J:::=~- Ps1 B-900-171 \ V .:;- -73 c> ~ -A-7'-/ e..- Page_1_ofd- INSPECTION REPORT CLIENT Lm,.,n l..q Mt> DATE 11-(,.,-<77 Architect __________________ _ Engineer _________ ~------------- INSPECTION MAT'LSAMPLING QTY. _OSHPD __ . Concrete· Cylinders -- __ OSA __ .Cement -·- X Specialty __ Mortar Samples --__ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms --· __ Roofing __ Masonry Block -- __ concrete __ Fireproofing --__ Masonry __ Units (block or brick) .. __ struct Steel __ Asphalt Concrete -·- __ Prestress Cone ___ Roofing ---· __ Pile Driving __ Reinf. Steel -- __ Fireproofing · __ Steel -- __ waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Solt Pull-Out __ Other -- REMARKS TrtM:T 1,Y i,JI,,-,_ -t:o,-tt. Tff:6 PROJECT (Name) L{3Too <--rt ..v1> (Address) CA!!:<s eaA:i> cA, REPORT NO. os.:"J -,oz..:·;:,,. ,,_,.,. Building Permit No.-------'---------- Plan File No; ____ -,-'------------- Govt. Contract No.-~------------- OSA or OSHPD #-------------- Other-~------------------ ,. MATERIAL DESCRIPTION INSPECTiON CHECKLIST ___ Rinf.: Rebar ~ Plan & Specs ___ Rin_t.: w:w.F. __ Clearances __ Rinf.: Tendons . __ Positions __ Cone.: Mix #/psi __ Sizes __ . Cone.: Mix #/psi __ Laps __ Cone.: Mix #/psi __ Future Continuity #/psi ______ Grout: Mix #/psi __ Consolidation __ .Mortar: Type/psi __ Mortar Batching __ Units: Block __ Electrode Storage __ Units: Brick __ Torque Applied ___ Steel __ H.S. Bolts __ Metal Decking __ Electrodes __ Fireproofing . __ Other __ Corrective action required __ __ Corrections completed lf TZC-t Tl fa~ -{s C¢tf-1M Q,'2-t4 ( fU q' 0(- II-~--'i7 CERTIFICATION OF COMPLIANCE: To the best of our-knowledge, all of the.reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME ½?U:z<=-? ?tm::n. s.:-,,y. CERT. NO·------------------- (Prtnt Clearly) INSPECTORSIGNATURE=:i:2 w/ 7? ?~s. 1 DATE If-6--: 17 PSI-B-900-170(2) l •J . Professional Service Industries, Inc. • American Engineering Division . Page~of .3... INSPECTION REPORT Project Name (per plans) __,_l ... crz"'-='"""o"--='-"-A:.,_,tu-=--t::,-----------------,--------------- Inspection Date Inspector's Na~'-7 Yb-:::::Tb'YV;-:iN PSI B-900-171 ,z.o ~., ,~ Professional Service Industries; Inc. American Engineering Division INSPECTION REPORT Page_Lot..3_ Project Name (per plans)-"l......._;a;,..,..,_,,o"'---_,,L...,A~N=-'D-=----'----------------'----------------'---- Inspection Date Inspector's Name_x:,:..tl..l~l'---~:::__~L-£!!:::I:I;;~:B...J.~"""'4'.:_.._._~~~=-..!- Ps1 B-900-171 Page_1_of ..3.. INSPECTION REPORT CLIENT Le,-r,-,o LttwD DATE II-$-'i I Architect ____________ ~-------'- Engineer _________________ ~----------- Contractor J3 ,-:n-Ntl,e...t>s INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders --__ OSA __ Cement -- ~Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms -- __ Roofing -. _ Masonry· Block -- __ concrete __ Firepr9ofing --__ Masonry __ Units (block or brick) -- __ struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing· -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive . __ Tendon {PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other ... __ Bolt Pull-Out __ Other REMARKS W\T\-'I PROJECT (Name) L Eu20 lt1 ,v D (Address) C,,i LL$ 1!:tf tt> r If: REPORT NO. os9_-70-z pL ...... ;; k Building Permit No.----------------' Plan File No, ________________ _ Govt. Contract No. ______________ _ OSA or OSHPD #-------------- Other--------'-----------'---'----- MATERIAL DESQRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar ~ Plan & Specs __ Rinf.: W;W.F. _ Clearances __ . Rinf.: Tendons _ Positions __ Cone.: Mix #lpsi _Sizes -.-Cone.: Mix #/psi· _Laps · __ Cone., Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching __ Units: Block. · _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel __ H.s. Bolts __ Metal Decking __ Electrodes __ . Fireproofing -. Other _ Corrective action required __ _ Corrections completed O k M A T:t:D:Ll A::'-S \ ::s CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This rep9rt covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME-~c...llO,~=--'-'--~~=='-'--- INSPECTOR SIGNATURE_:1?.~Ua.,:_ _ _,____,,,..,_---,.-,---,--- PSI-B-900-170(2) CERT. NO. ________________ _ DATE __ lw\~--s~-~C~1~,~------------- r,;:;:;;;;;1 I~ Professional Service Industries, Inc. American Engineering Division · INSPECTION Rl:PORT Pageiof2- Project Name (per plans) __._l=_w~-a~~L~t1-.......,~ ........ --'-----------------..a.--.,_----.:,-,------------ Inspection Date I "'-I\:)-.G, 11 PSI B-900-171 Professional Service Industries, Inc. American Engineering Div!sion INSPECTION REPORT Page_3._of )_ Project Name (per plans) _,l,""-=t;tp"""'-='Q:e....=L;.,...A...._tv.;;...:,,>2:--~------------'---'--------------- Inspection Date <:,1.T?,-.(~ ¼·'.) 1,.a:; --=,, -rr t' .-.. AJ <:, ~ c.:f1.-0V..l C'~ 1-Vll IV U ,_....,,,_ r,::;c C..A t/,.L..t-i .,-,.-..J R,·-a.. fli.!I 7 V<- \>\~~ A-t--=."'\74"\'"lo·,-.i :s;l;::. '-1, ... ::> ':1 ' ... 0 / ,c-t-OC•S t,, -re c...--<1 i7 o ,v .\of-. n-\-nn ... s ,, . (' .,.,•...;"'\"I> 4 r -.-ri ,..., -n~~ ... ~ -;:.,.t1.,,~r--0\P..-: A-C. L. O·,,t-T.> • V C ~ -n1- ~.? n ~)l,=;1:_ T i?LAw'--'.S. c:'::,, :::>l,L, c..1r ,..4 n ~£ <.. <. ;::c-r-:r, r-. .• ' -i".'1. .,~ D .0. ·~~~ , -.., {\ ... ~ ( .::,,";::1. ...... £'\ (\"\ u.N' <.---"-A jt,,, .,,:,.,.n :'-.. ·U ,,, ,Id L,,. \ I A • ( -Nn .Y, s. -<" .. ---/I Inspector's Name \Jr.::v ,~c:...? ""?~-r-,n,c:..t>~ v.__ J y l-" V\J\. r . -~ PSI 8-900-171 Page_1_of~ INSPECTION REPORT CLIENT L&o LA:iv-P DATE II-'i-'17 Architect ___________________ _ Engineer _______________ -__ _ INSPECTION MAT'L .SAMPLING QTY _OSHPD · __ Concrete Cylinders -- __ OSA __ -_Cement -->< Specialty -. _ Mortar·Samples __ Mechanical ___ Grout Samples -- __ Electrical __ Masonry Prisms -- __ Roofing ' __ Masonry Block ---- __ Concrete __ Fireproofing __ Masonry . _. ___ Units {block or brick) ·-- __ Struct Steel -. _ Asphalt Concrete -- __ Prestress Cone __ Roofin~ __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing ___ H.S. Bolts -- __ Non-Destructive • __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS ON S' IT(£ dT (;;, ; 3'.P --' ,YS ?lfl.-TI O N o P Y Ni> en<--» L Q u ,vi> ::z:o PROJECT (Name) Ld"bo LA,• .. l"D (Address)· CA&c:s&?o C,,t; REPORT NO. · <?S't ·~ 102.01... I Building Permit No.--------------- Plan File No·--------'-------------- ·Govt. Contract No.----------'------- OSA or OSHPD #~---'------------- Other--,---------'---------------'---- . - . MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar ,:,,/ Plan & Specs · ___ Rinf.: W.W.F. _ Clearances __ Rinf.: tendons _ Positions ___ Cone.: Mix #/psi _Sizes __ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching _._ Units: Block -_ Electrode Storage __ Units: Brick _ Torque Applied __ Steel _._ H.S. Bolts __ Metal becking · __ Electrodes __ Fireproofing -:-Other _ Corrective action required __ _ Corrections completed . - z:::p DA: Z---<'TP / /-'-/-9 7 CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · CERT. NO. __ __; ____________ _ DAT!::. if-'i-.'J7 PSI-B-900-170(2) ~., ,~ Professional Service Industries, Inc. American Engineering Division INSPECTION REPORT Page i. of~ Project Name (per plans)-=?--=8;...;ib~O_L._r1--'-'-N_t:> _________ ~---"------------------- Inspection Date /I-'-1-17 'L \ 11w -..... 'Tel -\\ ~ C...L. b""'I'\-'2-~1",.1 L .,-s, Inspector's Name~:..li:.Jr'=K:i......__::i'--....i..t;::1c..c:\~c:U:==--~::......4----'--F:...._~c;;oooo'....-~ PSI B-900-171 T7.~r,..J-d; AL ''--'I ""Z.. ' Co\ .sa ~i::>l I'-' --r-0 r.;;;;;;J ll:e.:i!!,!I Professional Service Industries, Inc. American Engineering Division INSPECTION REPORT Page-3...of..3_ Project Name (per plans) __,,L""'e1:,=c..::0:........::l-i4=:..:....:..:..,v~i"::>!.=, ::;..._---------'--'-------~----------------- Inspection Date <:: i.r"l. ~1:.::,.......-?.- If -'-{ -<t .., -rr ,,, ,., •• .._ .-,,2.t , err o-." \ ,., l"\lu"l-1 ,U!.t l-,-C:.. t.'::te,. "4-u .fl· n n 1v i!!<Jr2-P," -:::, ,,,c:,, ,,,,~,': l'IT 'S'Tl4 ,., 0 ,v -* 4g+3-S 'T"C -<.7'"'14T70/V~ l.f7-;-~o (' rw----.r_T"'l''"l1'l-,..,_ -,=,, .. ~, '"'-' ,_ ';> \ p ~---14-,. r. ,r.>. r--.. liV \,,. .__..... "'i""\l.r.::- ~ . .,_.~_ ,-,.rr,, -::, _.4,-..,.;._ :M-1'-'" s·~{:r(. \C-\ C:..IA-n L-/.._<:, c: .:r-r_-r-rc.-~ -n'L ,~ 0 >'\~~ ,<-•nt,t!_C::,,!i.,_, YVI <.A t'V \ , S \14\-N 1'. A_Q. .:--. . n-."l.f.l.v-.)·,r,.;t.::. NO \:\a-'S-6 . ~ .. " 1 -""'-' \ Inspector's Name r /,:::-n_.r:-,,-p y,,.('T1•)"1( .. C..~~) ,-:> ,, V t) '\_ ....--r-'-' -......_; PSI B-900-171 Page_1_of_ INSPECTION REPORT CLIENT Lrflpo L1'?t .v~ DATE 11-3-47 Architect _________ __.._ ____ --'---- Engineer __________________ _ Contractor J:)t!l,1..}\/:N-.DC... "\3.,2...a-ct:tc£\C s INSPECTION MAT'L SAMPLING QTY _OSHPD __ . Concrete Cylinders -- _OSA __ Cement -- ~Specialty -. _ Mortar Samples -- __ Mechanical _._._Grout Samples __ Electrical __ Masonry Prisms -- __ Roofing __ Masonry Block -- __ Concrete __ Fireproofing -- __ Masonry __ Units (block or brick) __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel --·. __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ $oils Technician __ Other -- __ Batch Plant __ Other ---- __ Bolt Pull-Out __ Other -- REMARKS 0(- :t:H e: PROJECT (Name) L..fil,,Q M1\..J~ (Address) QA-LI !?e;eb. C,A · REPORT NO. OS.'"1 • ::Z t>2 oi. ·-t{O Byilding Permit No. _____________ _ Plan File No·-----~---,---------- Govt. Contract No. _______________ _ OSA or OSHPD #~. --'------------- Other ________ "------------ MATERIAL DESCRIPTION INSPECTION CHECKLIST · __ Rinf.: Rebar '><" Plan & Specs _. Rinf.: W.W.F. _ Clearances __ Riof.: Tendons _ Positions __ Cone.: Mix #/psi _Sizes __ Cone.: Mix #/psi _Laps -. -·. Cone.: Mix #/psi. . _ Future Continuity #/psi _. _. Grout: Mix #/psi ,_ Consolidation __ Mortar: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage _. _. _ Units: ,Brick _ Torque Applied . __ Steel __ H.S. Bolts ___ Metal Decking __ Electrodes __ Fireproofing · __ Other _ Corrective action required __ _ Corrections completed 4:n LI TI l:f:S 5 Pm:..\~ lC &D 01'.- -f: c,,(.. !'kl ce,,1:, P t-£77::1 I LS . t4:,v:T) , t!-. • e--o ,L WI &t:! Ot , . t',Q IL.<" 71 t\J t t A::T1 , -., 1,AJ /I-'s·· "i 2 CERTIFICATION OF COMPLIANCE;: To the best of our knowledge, all of the reported work, unless otherwise noted, substantfally complies with approved plans, specifications and applicable sections of the-building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. CERT. NO. ________________ _ DATE. 1/-'3.-91. PSl·B-900-170(2) r..;t;;J ,~ Professional Service Industries, Inc. American Engineering Division . INSPECTION REPORT Pageiof_ Project Name (per plans)-L,.,.1,,""b...,.: ""'~o-·___...L .... t1::tt,.;L.<=: ..... n'---'--------------------------------- Inspection Date .:- I' PSI B-900-171 Page_1_of-22 INSPECTION REPORT CLIENT l.Gbo LAND Architect ________ -'------~---- Engineer _________ ....,... ____ ----'-,_-'---- Contractor "Bi5)LN e,-12 'PS .1::iC!..D"D:\ e,.t,5;;,. INSPECTION MAT'L SAMPLING QTY __ OSHPD -. _ Concret$ Cylinders -- _OSA __ Cement -·- ~Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms -- __ Roofing __ Masonry Block -·-·- __ Concrete __ Fireproofing -- __ Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete --·- __ Prestress Cone __ ·Roofing -- __ Pile Driving __ Reinf. Steel· -- __ Fireproofing --. Steel -- __ Waterproofing --H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant _._Other -- __ Bolt Pull-Out --. Other -- REMARKS )N • H , .. :s;:,..! . 5'.i?<:S? ,c IC cA n O•'-' S ,-0 ,3:,, PROJECT (Name) /.Et:p l-~1\,,):t> (Address) Coos:M:S> <' A REPORT N0._,0<;,""--"-"9c.;;;-.... iz,c......,._2,o......,..2 __ .-___ 59-r7 ___ _ Building Permit No. ______________ _ Plan File No,---------~------- Govt. Contract No. ______________ _ OSA or QSHPD #-,-------------- Other ___________________ _ MATERIAL DESCR.IPTION INSPECTION CHECKLIST --. Rinl: Rebar _ Plan & Specs I ___ Rinf.: W.W.F. _ Clearances __ Rinf.: Tendons _ Positions -.-Cone.: Mix #/psi. _Sizes I __ Cone., Mix #/psi _Laps I __ Cone.: Mix #/psi _ Future Continuity #/psi · __ Grout: Mix #/psi _ Consolidation ·-·-M9rtar: Type/psi _ Mortar Batching -·-. Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel _l:i.S.Bolts _ Metal· Decking __ Electrodes -. _ Fireproofing -.-Other -_ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. CERT. NO·---~------------ PSl·B-900-170(2) ~., ,~ Professional Service Industries, Inc. American Engineering Division INSPECTION REPORT Page_2._oL3... Project Name (per plans) __.L_c=a.o""'"-=L.,_,rl-=µ .... :s::>....._~-'--'------,---,-----'---------------------~ Inspection Date \ "2.. ,, _(· Inspector's Name-¥'~.,.,_..._....~---:-~""""==.::;_-7 .c..-,,..._..~7 f-'::f=~==:::::a..- Ps1 B-900-171 . ,., \O-h:i1 Professional Service Industries, Inc" American Engineering Division INSPECTION REPORT Page_.3_of..3_ Project Name (per plans) ~L.=e::Iw..:l.sa.1..1D~t--A~~·o.N~t:::1~--'-----~-'--...a.-------------------- Inspection Date Inspector's Name---\,.<a:i,..1'=!!2..~-\--__J_(;-:Lt.J.~:!:z:.!.:t::::!...._-1,.c:::-.,~~=-......,1F--'..,..;:::,_,_=_ PSI 8-900-171 ~ -, Environmental • · Geotechnicai . • C · t t· 3 ons rue 10n Page_1_of~ Consulting • Engineering • Testing INSPECTION REPORT CLIENT Lcrr:,o LA f'-,ib DATE ll-~-97 Architect ______________ ---'-----'--- Engineer ________ ---------'---- INSPECTION MAT'L SAMPLING QTY _OSHPD . X Concrete Cylinders _.:L __ OSA __ Cement ~Specialty __ Mortar S13mples -·-- __ Mechanical __ Grout Samples --__ Electrical _· _Masonry Prisms --__ Roofing ___ Masonry Block -- 2-.concrete __ Fireproofing __ Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ waterproofing · _._ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ $oils Technician ___ Other __ Batch Plant __ Other -- __ Bolt Pull-Out ___ Other -- REMARKS PROJECT {Name) L<=--COo LAND (Address) CA4GBA-A c.A. REPORT NO. OSf/-:ZCJ,.O"l.. -R7 Building Permit No._._,~,;,.(#....._ ___________ _ Plan File No. ________________ _ Govt. Contract No. ______________ _ OSAorOSHPD#--,------------ Other _______________ ~--~ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar . >< Plan & Specs __ Rini.: W.W.F.· ___ Clearances ___ Rinf.: Tendons _ Positions k Cone.: Mix #/psi 3 "Z.3'$5 11-32,..-,..., Sizes __ Cone.: Mix #/psi _Laps __ Cone.: Mix /!/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching __ Units: Block . _ Electrode Storage ___ Units: Brick _ Torque Applied ___ Steel __ H.S. Bolts __ Metcil Decking 1 I __ Electrodes I _. _ Fireproofing l ' ' __ Other -Corrective action required __ ! _ Corrections completed I . . I CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and doe§. not constitute engineering opin- ion or project control. INSPECTORNAMEV~·w: INSPECTOR SIGNATU;;; ,=:: ;; PSI-B-900-170(2} - CERT. NO. ________________ _ ~., ,~ Professional Service Industries, Inc. Ameri_can Engineering Division INSPECTION REPORT Page~of~ Project Name (per plans)-L..,.G:"(o...,· .""""-'9=-....:L=-A-'--'-'f.....>=-u_,_\..__ _________________________ _ Inspection Date \--~, PSI B-900-171 ~SI It TrYY!t" Page_1_of_ INSPECTION REPORT DATE-~t~~~f~~~--~-'-'-7 ____ _ Architect _________ ---'----~~---- Engineer _____________ -'-,------- INSPECTION __ OSHPD _QSA __ Specialty __ Mechanical __ Electrical __ Roofing .2:5_ Concrete __ Masonry __ Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out REMARKS 01.At'Lf'b (!)r..J (;:: C.i'.L AT S 1,r:r: $;'.J(lt MAT'LSAMPLING QTY >< Concrete Cylinders ~ __ Cement -- __ .Mortar Samples --__ Grout Samples -- __ Masonry Prisms -- __ Masonry Block --__ Fireproofin(;l --· __ Units (block or brick) -- __ Asphalt Concrete --·- _._Roofing · __ Reinf. Steel --__ Steel ·-- __ H.S. Bolts -- __ Tendon (PT Strands) --· __ Other --__ Other __ Other -·- PROJECT (Name) lbJ.:2v LJ1t-1VD (Address) CA--i'Lt.?> ?,AP CA. REPORT NO. psc,--202 o""L . Building Permit No.--~--------~------ Plan File No,-------------,------ Govt .. Contract No.~---------------- OSA or OSHPD #--------'--"------ Other ____ ---~----------- MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar ><" Plan & Specs --. Rinf.: W.W.F. · _ Clearances _._ Rinf.: Tendons _ Positions · x Cone.: Mix #/psi .c:r~ci~c.:. ~ 7-:., Sizes. __ Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi _. _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ . Mortar: Type/psi _ Mortar Batching __ Units: Block _ Ele9trode Storage __ 0oits: Brick _ Torque Applied __ Steel --. H:S. Bolts __ Metal Decking __ ElectrodE1s __ Fireproofing __ OthE1r _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE-1.,c-.,,.,~--t----"'-'~-,;,,,,,.=+- PsI-s-soo-110<2i CERT. NO . ...,. _________________ _ DATE_~f_l-~--'9~· -~9~7~---,----------- Page_1_of_ INSPECTION REPORT CLIENT L 61-,o 441Y:D DATE II-I 9-'t:] Architect ___________ ---"----'----- Engineer _____________ ~-------- INSPECTION __ OSHPD _OSA ><" Specialty __ Mechanical __ Electrical __ Roofing _._Concrete __ Masonry __ Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out REMARKS '5 MAT'LSAMPLING QTY __ Concrete Cylinders __ Cement -- __ . Mortar S~mples --___ Grout Samples -- ___ Masonry Prisms -- __ Masonry-Block -- __ Fireproofing -- __ Units (block or brick) -- __ Asphalt Concrete -- __ Roofing -- __ Reinf. Steel --__ Steel --__ H.S. Bolts __ Tendon (PT Strands) ---___ Other __ Other -- __ Other PROJECT (Name) lf[bo L14:tY'.O (Address) l;A-£LsBttD CA, REPO.RT NO. 0":,<'1-7<)].o'"L Building Permit No._·_µ_· _ill-___________ _ Plan File Nq, ________________ _ ·Govt. Contract No.-~----------"'---- OSAor OSHPD #-"-------------- Other ____ ...,..... _____________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST _. _ Rint:: Rebar 2c Plan & Specs ·_-_'Rinf..: W.W.F. _ Clearances __ Rinf.: Tendons _ Positions _ Cone.: Mix #/psi . _Sizes __ Cone.: Mix #/psi _Laps ___ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi -. Mortar Batching __ Units:Block _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel _H.S. Bolts __ Metal Decking _ Electrodes ___ Fireproofing _Other _ Corrective action required __ _ Corrections completed ca,,., rr"'. M u i,n-, l:---'S"JC ~ev t1-n w c-<r:-:0 ,-:i_ s •::!1+? t:::J.<--r:n A: , ,v Ar P'L-A ,u $ J $ ?fft,,-1 CI c d:fl Q&S :S c;;£"C---'r] <? & -,-b '2 7 3 C >' ,4 JV D 4-±4::,Lt. s BIAD 1:'.Y\ U f:'Vi DB--r4-""'(IY L # $-S: CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all oftt-)e reported work, unless otherwise noted, substantially complies with.approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not con_stitute engineering opin- ion or project control. INSPECTOR NAME 72131'.2--gJc:.. ::? Ve:J:b')'.L-";,.Or--? (Print Clearty) .... ~ INSPECTOR SIGNATURFY~ 1' ~s::::::=::> PSl·B-900-170(2) CERT. NO ....... ..;....,...-------------~- DATE-~l~t-_\~9-i-=.-~5~'JL------------- Page_1_of Z:. INSPECTION REPOR1 CLIENT l t;"(::, o l-A-N D DATE I l -2--0 -9 7 Architect ________ -'----'-'--------- Engineer _______ ~--------"'---- INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders --__ OSA __ Cement --X"' Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms --__ Roofing -. _ Masonry Block -- __ Concrete __ Fireproofing __ Masonry _._ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving -·-Reinf. Steel __ Fireproofing __ Steel -- __ Waterproofing _._ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other --.. REMARKS PROJECT (Name) l.iIT.::,o LA--1'-''D (Address) ~~AI> CA• REPORT NO. osc, ·J ovn .. <ff}: Building Permit No. tv/A · Plan File No. ________________ _ Govt. Contract No. ______________ _ OSAorOSHPD#------------- Other----,,..-~-------------- . MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar k Plan & Specs _ Flint:: W.W.F. _ Clearances __ Rinf.: Tendons. _ Positions _ Cone.: Mix #/psi _Sizes __ Cone.: Mix #/psi _Laps -. _ Gone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi. _ Mortar Batching -. _ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied _. _Steel _ H.S. Bolts __ Metal Pecking __ Electrodes __ . Fireproofing ·_other _ Corrective action required __ _ Corrections completed E)<c r'l: Vi4::TIQN ro s:;x:&TtoN :*: \};, o ,, 2..'-l W '4 :r::ro:z "T"J e.. H:T :s (I'?'.....TI oN • o::z.2 ·vo N0*1::"°D-b0. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE--.~-""""""..,.....,..---½---'c-..,_..:;.~~- Ps1-s-9oo-110(2) CERT. NO. ________________ _ DAT~---~''~-~3,..-Q="---~S~J ____________ _ Professional Service Industries, Inc. American Engineering Division -INSPECTION REPORT Page i. of"?.. Project Name (per plans) _L~S1;;,'-"""· Q~-L~ei'--'-'-A.-1~D ____ -'-" _____________________ _ Inspection Date 1 ·'2.,0 -C\ s Inspector's N~arrm~e=-1,..::::::l-.J.¥'i====~:cz::::::::::s:;;~._----,---,----'---- Ps1 B-900-171 Page_1_of_t- lNSPECTION REPORT CLIENT Lebo L.rtr-/D. DATE I I-2:0·-,.,.1-, Architect __________________ _ Engineer __________________ _ INSPECTION MAT'LSAMPLING QTY _OSHPD __ Concrete Cylinders -·--__ OSA __ Cement -- ~pecialty ___ Mortar Samples __ Mechanical _._ Grout Samples -- __ Electrical -. _ Masonry Prisms -- __ Roofing __ Masonry Block -- __ Concrete __ Fireproofing __ Masonry . __ Units (block or brick) --- __ struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing __ Pile Driving _._ Reinf. Steel __ Fireproofing __ Steel __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -·- __ Soils Technician __ Other __ Batch Plant __ Other -- __ Bolt Pull-Out _._Other --. REMARKS PROJECT (Name)_/ Btoc ~~ (Address) (i4:(l.& 2>e& 'b CA REPORT NO. osr.,-,cJ,..o "'t- Building Perm~t No.___,_¥4......,<-L-------------- Plan File No·----------------- Govt. Contract No.---,------...,..-------- OSA.or OSHPD #"""-------'---'--------- Other __________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar h-Plan & Specs _ Rinf.: W.W.F. _ Clearances _. _ Rinf.: Tendons _ Positions __ Cone.: Mix ,#/psi _Sizes __ Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi _ Future Continuity #/psi ___ Grout Mix #/psi _ Consolidation __ Mortar: Type/psi -. Mortar Batching __ Units.: Block _ Electrode Storage __ Units: Brick _ Torque Applied _._Steel __ H.S. Bolts . __ Metal Decking .--Electrodes .--Fireproofing __ Other _ Corrective action required __ _ Corrections completed <-'-ONDNV.w:":> 'J 130-- mu,v, CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the.reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building cqdes. This report covers the locations of the work inspected only and does not constitute engineering opin· ion or project control. INSPECTOR NA~ti'YLen '-]? ~~ c-2 CERT. NO·--'------------------- (Print Clearly) K, INSPECTOR SIGNATUR;:i2.. .J;?=;>,_7 S:::, DAT~ . 1 l -'1.. 0 -<t:7 PSI-B-900-170(2) Page_1_of_ INSPECTION REPORT CLIENT L<:f(;,o lA-&t::> DATE //-1.,.$ -q 7 Architect ___ ~------'----'----'------,--- Engineer _______________ ~--- INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders -- _OSA __ Cement -- ...k:Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical ___ Masonry Prisms -- __ Roofing __ Masonry Block -·-- __ Concrete __ Fireproofing -- __ Masonry __ Units (block or brick) .. __ struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ .-Reinf. Steel -- __ Fireproofing ___ Steel -·-- --Waterproofing _. _ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant _._Other --· __ Bolt Pull-Out __ Other -- REMARKS ?TVP-YVI Uf'dH /1,.1 _ PROJEqT (Name) Ltn20 L,tNv (Address) (;Ag.us 01--0 CA, REPORT NO. 0:29-7n Z-o?,.., -/,0 / Building Permit No.-'-. L..:11./:;<-~-'14.,___ _______ • __ _ Plan File No, _______________ _ Govt. Contract No. ______________ _ OSA or OSHPD #-------------- Other----------------~-- MATERIAL DESCRIPTION INSPECTION CHECKLIST _. _ Rinf.: Rebar >< Plan & Specs _ Rinf.: W.W.F. _ Clearances .-Rinf.: Tendons _. Positions _._Cone.: Mix #/psi _Sizes ___ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _. Mortar: Type/psi . _ Mortar Batching _ Units: Block _. _. Electrode Storage _ Units: Brick _ Torque Applied __ Steel _. H.S. Bolts _ Metal Decking _ Electrodes _ Fireproofing _Other _ Corrective action required __ _ Corrections completed E'XCt-1V#-VO'A1- S: 711-71 OA..,/ #: /'-,I, Z0 • 'i?t A tY S ;) 5 P~1 r=-rc ,d"Tl'QJ/V 5 t,«-c. T1 ON · O'Z. 7 ·z. 0 IA i'V i> CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complie$ with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTORNAME~? tt' INSPECTOR SIGNA= :$"' ; PSI-B-900-170(1) • CERT. NO,.a...--------------'------ DATE t(-2-G.-97 Page_1_of_ INSPECTION REPORT CLIENT LG-f.o lt1NC? DA TE / t • Z S -Cf 7 Architect ______ -'----~---------- Engineer-----------------'---,-- Contractor ~..nL,vA 1< • .'i::>S ""3,1...0T1-fs-rz_,s . INSPECTION MAT'LSAMPLING QTY _OSHPD _._Concrete Cylinders -- _OSA __ Cement -- ~ Specialty __ Mortar Samples __ Mechanical --, Grout Samples. -- __ Electrical · __ Masonry Prisms --__ Roofing __ Masonry Block --__ Concrete ·--Fireproofing --__ Masonry __ Units (block or brick) __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing --__ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel -- __ Waterproofing __ H;S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other --__ Batch Plant _._Other -- __ Bolt Pull-Out __ Other -- REMARKS t.) 4 TG?--: 111A I fV Cl P(;"" (1141/V IS· :Booe"- PROJECT (Name) Lpt,,o LA:;JVP (Address) CA12, SS4v CA, REPORT NO. 0·q-7 o'.2-o-z. -IC:/# Building Permit No. --,c..i..,'f~',,1/_,_ __________ _ Plan File NO,---,----------------- Govt. Contract No.--------------- bSA or 0$HPD #-------------- Other--'------------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar ...><'Plan & Specs _ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons _ Positions _ Cone.: Mix #/psi _Sizes _ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching -. _. Units: Block _ Electrode Storage _ Units:. Brick _ Torque Applied _Steel· _H,S.Bolts _ Metal Decking _. Elec\rodes _ Fireproofing _Other _ Corrective action required __ . _ Corrections. completed " CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported Work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the location~ of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAM~e:K: 1 Y~c--? c. (Print Clearty) [~ · INSPECTOR SIGNATURE= ,12, j ? 7 ~S:=::, · PSI-B-900-170(1) CERT. NO. _______________ _ DATE_,...,;.1,l~l--~~~e:~J-_o~<~7------'--------- Page_1_of~ INSPECTION REPORT DATE-~L~/-_2 .......... L./_-_9~7-'------- Architect ______ ----''----------~---,- Engineer ______________ -'------ Contractor. E1m,-y 4-?1>$ INSPECTION MAT'L SAMPLING QTY _OSHPD ~ Concrete Cylinders L- __ OSA · __ Cement -- X"Specialty __ Mortar Samples __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms __ Roofing __ . Masonry Block __ concrete .--_ Fireproofing -- __ Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing --__ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel -- __ waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other. -- __ Bolt Pull-Out __ Other -- REMARKS .PROJECT (Name) t-r'&o t..~4-zv>"'> (Address) {:A-tuslYH) Cd,, REPORT NO. os,2-202.0 Z -/0() Building Permit No. _·_._.A.,__,:t/4£--_,__ _________ _ Plan File Nb·-------~------- Govt. Contract No. ______________ _ OSA or OSHPD #-------------- Other ____________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST _. _ Rinf.: Rebar _k-Plan & Specs _ Rinf.: W.W.F. _ Clearances · _ Rinf:: Tendons _. Positions )("' Cone.: Mix #/psi ~~8:1/l~~i.~c Sizes .-Cone.: Mix #/psi _Laps. _._. Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation -. Mortar-: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _ Units:·Brick ·-Torque Applied _._Steel ___ . H.S. Bolts _. _ Metal Decking _ Eiectrodes -.-Fireproofing _ Other _ Corrective action required __ _. _ Corrections completed {',D11::2?,¢fTNi:> 1 ~:, ti ,I _ r-::_ r..V J4 'CT-f>3'.- Tl4?HT D1L/9:lt..JI lV '7 --C!.o,yr- CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · · INSPECTOR NAME VtrJLt,"]C ? ~'ToJ<.--SORY (Print Clearly) . Q INSPECTOR SIGNATUR;=:-p.,.--,.J ?> ~-z> · S:::-, PSI-B-900-170(1} CERT. NO·---------------- DATE i/-2'/-97. t •J Professional Service Industries, Inc. · • · American Engineering Division · · INSPECTION REPORT Project Name (per plans) L,:rr:.,o L-A tvT;:> . I Inspection Date PSI B-900-171 I IV · u rn -P -.'-I. o '' . s.. ,4 -67 .,, I ' Page£of~ #== 323851/ Page_1_of_ INSPECTION REPORT CLIENT L@O l.A-N?;:> DATE if--z,,'f-t:;7 Architect _____________________ _ Engineer _________ .,..._------~---'~ INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cyli_nders -- __ OSA __ Cement -- X Specialty ___ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block -- __ concrete ___ Fireproofing -- __ Masonry ___ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete __ Prestress Cone _. _Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ steel --- __ Waterproofing ___ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician • __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out _._Other -- REMARKS PROJECT (Name) u;;-r.,o L14 JVD (Address) &t,u..s t, fl-0 CA , REPORT NO. O'S q · 7az.o--r... -I o,;:,i~ Building Permit No . .;..· .o..Nff..;:.c_..;;.._.__ _________ _ Plan File NO,-----'--------'--------- Govt. -Contract No.---~,------------ OSA or OSHPD #------------- Other----~----'-~--------- MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar _!::: Plan & Specs _ Rinf.: W.W.F. Clearances _ Rinf.: Tendons _ Positions _ Cone.: Mix #/psi ·_sizes _. Cone.: Mix #/psi· .. _Laps _ Cone.: Mix #ipsi _ Future Continuity #/psi _. _. Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel _H.S.Bolts _ Metal becking _. Electrodes. _ Fireproofing _Other _ Corrective action required __ _ Corrections completed . ' OF B 1' ?vc ... At sr71:1701v .;;k ,SS+ 00 P., ec:r CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the-reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME 2fm.-r,7C.. 7 ?knr,v? 0 61 (Print Clearly) . 1' INSPECTOR SIGNATURE--:J.:2 J-J? ?~"'2., PSl-8-900-170(1) CERT. NO·---------''---------- ·DATE i l-cZ-'l-9 7 Page_1_of_ INSPECTION REPO.RT CLIENT L G"too l,4 µC) DATE I I--zq -9 7 Architect __________________ _ Engineer ___________ --,--'---~--- INSPECTION MAT'L SAMPLING QTY __ OSHPD __ Concrete Cylinders _OSA __ Cement --.X. Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms. --__ Roofing __ Masonry Block --__ concrete __ Fireproofing -- __ Masonry __ Units (block or brick) __ struct Steel . __ Asphalt Concrete --__ Prestress Cone _-_Roofing __ Pile Driving __ Reinf. Steel -- __ Fireproofing _-_-Steel -·-- __ Waterproofing __ H.S. Bolts --- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS 5-.$ PROJECT (Name) . L..411:2 Q t A ,vv (Address) C,u , s MC> C4-. REPORT NO. os c,-7 01. o 1-.-Jee /3 ·Building Permit No . ...,._o1-..J1.{~./4.'-'------------ Plan FileNo,-~--------------- Govt. Contract No. ---------------- OSA or OSHPD #.......,....-----,---------- Other ___________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar >-Plan & Specs __ Rinf., W.W.F. _ Clearances ___ Rinf.: Tendons _ Positions _._ Cone.: Mix #/psi _Sizes __ Cone.: Mix #/psi _Laps --. Cone.: Mix #/psi _ Future Continuity #/psi ___ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi -. Mortar Batching __ Units: Block _ Electrode Storage _. __ Units: Brick _ Torque Applied _, _Steel ___ H.S. Bolts. -- ·--Metal Decking ___ E;lectrodes ___ Fireproofing __ Other _ Corrective action required __ _ Corrections completed 'S' 174--77 QA../#:--(,,2-+ 8 5, kt AH# I 7 mu&t CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This-report covers the locations of th!3 work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME= J2(;![1g.G:? L j> V <£t1-P</2D t---1_ (Print Clearty) \ INSPECTORSIGNATURFJ2 • .(? ~. /,k _ PSl-8-900-170(2) CERT. NO·---.------------------ DATE ti~ Z~-'f I Geotec~n{cal ~ 7~ Construction Page_1_of_ · Consulting • Engineering • Testing INSPECTION REPORT CLIENT l®o Lft,v C> DATE II -ZL/-9 7 Architect ______________ ~---- Engineer ___________ _,_ __ -'----"---- INSPECTION MAT'L SAMPLING QTY __ QSHPD ><' ConcreteCylinders -¥- _QSA __ Cement ->,t::.Specialty __ Mortar Samples __ Mechanical __ Grout Samples -- __ Electrical __ Masonry.Prisms --·-__ Roofing -·-.-Masonry Block. -- ~Concrete __ Fireproofing -- __ Masonry ·--Units (block or brick) --__ Struct Steel ___ Asphalt Concrete --__ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel --__ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon-(PT Strands) -- __ Soils Technician __ Other -·- __ Batch Plant __ . Other -- __ Bolt Pull-Out __ Other -·- REMARKS L,. IC:,/./ 1 t1,Ltr 6.4$5'.S YP<G: i tY N e.n..s <? ,v {=>fi/2.-IC.tN(,-, PROJECT (Name) L,,e7;,o li'IN"D (Address) CA-,zLs Btl--l'> CA, REPORT NO .. as 9-702 o::z -/DO C Building Permit No. ~'7_;'----'-_-'--14-'--'l:,'-b;::;._ _______ _ Plan File No. ________________ _ Govt. Contract No. ______________ _ OSAorOSHPD#~·------------- Other ___________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar 2:!::, Plan & Specs _ Rinf.: W.W.F. _ Clearances _ Rinf., Tendons _ Positions ~ Cone.: Mix#/psi 1l:O-C~32SO _Sizes ·_ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi -. -·. Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage -. _ Units: Brick _ Torque Applied _Steel _H.S.Bolts _ Metal Decking _ Electrodes .-Fireproofing _Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building ce>des. This report covers the locations of the work inspected only and does not constitute engineering opin· ion or project control. INSPECTOR NAM;:::J:?-m,,c-0L-Y > ~o A,,.1 . (Print:s ~ A INSPECTORSIGNATU:12.. j t. ~\J PSI-B-900-170(1) CERT. NO. _______________ _ DATE 11-2-'t-9 / Page_1_of ..h INSPECTION REPORT CLIENT L6"bo lA-N Z> DATE It-"Z I-q'7 Architect __________________ _ Engineer _________________ ~....,.... Contractor 1$1:;'7l..,11) A· g..;::6 6#-0TTfc,~ s INSPECTION MAT'L SAMPLING QTY _OSHPD X Concrete Cylinders _!f_ __ OSA __ Cement ~pecialty __ . Mortar Samples -- __ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms --__ Roofing .--Masonry Block -- X:::-Concrete __ Fireproofing --·-__ Masonry __ Units (block or brick) --__ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -·- __ Pile Driving · __ Reinf. Steel -- __ Fireproofing __ Steel __ Waterproofing __ H.S. Bolts --__ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Qther --__ Batch Plant ___ Other -- __ Bolt Pull-Out __ Other -- REMARKS PROjECT (Name) L~o L;4 N i) (Address) {:Aµt:,nA-L> (:4. . . ::z °' REPORT NO. osc:,--zo:z_,ci~:... z:,2_ Building Permit No.-'--. ,.r-4?:::;..+-~"'-'------------ Plan File No,,--_______________ _ Govt. Contract No.-----------,----- OSA or OSHPD #~------------- Other __________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar '><"'Plan & Specs __ 'Rinf.: W.W.F. . _ Clearances __ Rinf.: Tendons _ Positions X' Cone.: Mix #/psi3:Z.3'efi 11-,m _Sizes .--Cone.: Mix #/psi .. _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _._ Grout: Mix #/psi _ Consolidation ._ Mortar: Type/psi _ Mortar Batching __ Units: Block _ Eiectrode Storage ._ Units: Brick _ Torque Applied _Steel --H.S. Bolts. _. _ Metal Decking -.-· Electrodes -.-Fireproofing _. __ Other _ Corrective action required __ _ Corrections completed ,&N,"::::J L, ,vl;-ST:1;1:Z:ZQN #-. I 7+ '-10. 6B . 4 C c.o ,~J:?, ,...., ~ SITT .. TI·OJC,..-) Q::Z. 7Z-Q CERTIFICATION OF COMPLIANCE: To lhe best of-our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAMF~t;n2,,e;:zc..... ? ?ernc,-::>,...J (Print Clearty) ~ \ INSPECTOR SIGNATURE ~ j-=?' ?~ PSI-B-900-170(2) CERT. NO._~-------------- DATE JhZt -C/r Professional Service Industries, Inc. American Engineering Division · INSPECTION REPORT Page Z. of3:,,,.. Project Name (per plans)-=L=5'tD,._· =o=---=L=.,...'4-~tv__,_f>"""-----'--------'----------------- Inspection Date Inspector's Name_Jf:;;.-6~~:!:~::!:::::S;;i::~~-==--------- Ps1 B-900-171 Page_1_of _j_ INSPECTION REPORT CLIENT Le-bo l,,A-,.../D DATE lf--Z...!-j7 Architect __________________ _ Engineer ____________ '----------~ INSPECTION MAT'LSAMPLING QTY _OSHPD __ Concrete Cylinders --__ OSA __ Cement -- ~pecialty __ Mortar Samples __ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block -- __ Concrete __ Fireproofing -·-__ Masonry __ LIQ its {block or brick) -- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Re inf. St~el -·- __ Fireproofing __ . Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Stn;nds} -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -·-- REMARKS -,--C-. fLAt·\,.,$ ; PROJECT-(Name) L&3:;,o Wf'JD (Address) CA-tu.s 13t4c> f4. REPORT NO. 059-702.c..:... Building_ Permit No. _,_tlf-'-"",<-"r/4'--'':4, _________ _ Plan File No. ________________ _ Govt. Contract No. ______________ _ OSAorOSHPD#-------------- Other ___________________ . MATERIAL D~SCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar ~Plan & Specs . -.-· Rinf.: W.W.F. __ Clearances __ Rinf.: Tendons _ Positions ___ Cone.: Mix #/psi Sizes _. _ Cone.: Mix #/psi _Laps __ . Cone.: Mix #/psi __ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching ·_. _ Units: Block ___ Electrode Storage __ Units, Brick . __ Torque Applied __ Steel __ H.S. Bolts __ Metal Decking __ -Electrodes __ Fireproofing __ Other __ Corrective action required __ _ Corrections completed ?, PIT CERTIFICATION OF COMPLIANCE: To the best of our knowledge, aU of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNAT PSl·B-900-170(2) CERT. NO. ________________ _ DAT~~.,-.4:,-,r.__ _____ -_________ _ Page_1_of _j_ INSPE-CTION REPORT DATE--f~)-_-z._~1-__,q_"]"--_"--' ___ _ Architect ______ --,-___________ _ Engineer __________________ _ INSPECTION MAT'L SAMPLING QTY _OSHPD X Concrete Cylinders _!:L __ OSA __ Cement .X Specialty · __ Mortar Samples -- __ Mechanical __ Grout Samples __ Electrical _._ Masonry Prisms ---- __ Roofing __ Masonry·Block -- £Concrete __ Fireproofing --__ Masonry __ Units (block or brick) --- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving . __ Reinf. steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts ---- __ Non-Destructive ___ Tendon (PT Strands) ----- __ Soils Technician ___ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out ___ Other -- REMARKS I«, wH r ?a,,c;;:: ?3ctS(·6 L-o--C: ,4::r: PROJECT (Name) Luz.e LA--,v,~ (Address) C:A-ru21BM <14, REPORTNO. os'i-7D2Q'- BUilding. Permit No. __,6/'--7-'--_-,_I "I_,_· _;b~C-'-· _______ _ Plan File No . ...,_ _______________ _ Govt. Contract No.~--,------------- OSA or OSHPD #-'-· ------~-----~ Other----------'----------- MATERIAL DESCRIPTION INSPECTION CHECKLIST ___ Rinf.: Rebar k: Plan & Specs ·--Rinf.: W.W.F. _ Clearances _. __ Rinf.: Tendons _ Positions ~Cone.: Mix #/psi (27 -3coo _Sizes __ Cone_.: Mix #/psi-_Laps ___ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi __ Consolidation __ .Mortc!.r: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _ Units: !3rick _ Torque Applied _Steel _H.S.Bolts ___ Metal Decking __ Electrodes _ Fireproofing _-_Other _ Corrective action required __ _ Corrections completed /N Dt,1,.e., N (·, i> , A: c -<:i?'.'.¼ c;:;n.-v: C 0 I) J rf;}Yn/;lS -& -77 ,e-6/ -r ., CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, subst;mtially complies with approved plans, specifications and applicable sections 9f the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME --:P67:4:1-c... -? Ye'T&'K..SOr-) (Print Clearty) .., o INSPECTORSIGNATUR~ )Zd/--e ?~ CERT.NO. ______ -'------------,--- DATE~·-/t,,_-_"Z-_/_-____ ~_/-------------- PSl·B-900· 170(2) REPORT OF DAILY BUILT-lJP ROOFING INSPECTION . PRE-CONSTRUCTION MEETING OWNER: Lego Family Theme Park GENERAL CONTRACTOR: Bernards Bros. Construction 610 Ilex Street San Fernando, Ca 91340 SUPERINTENDENT'S NAME: Alex Young DATE: November 5, 1997 PROJECT: Lego Land Theme Park Cannon Road Calsbad, California REPORT NO: 059-70202 (1) -JO;./ A pre-construction meeting was held in the construction trailer of Bernards Bros. Construction. Attendees were Messrs.: Alex Young, Project Engineer, Bernards Bros. Const.ruction Chuck Schneider, Superintendent, Bernards Bros. Construction Kevin O'Brien, Bernards Bros. Construction B_ill Sellon, Hayden Roofing, Inc., President Joe Isom -and Bill, California Sheet Metal Bill, Sheldon Mechanical Chris Rooney, AJA, HO&K Studio E · Terry Wheeler, Manager, GS Roofing Products Co., Inc. 1. Bill Sellon and Terry Wheeler stated that they will submit a proposal to Alex Young for the change from the specified built-up roof specification to a different system. The specified roof is one layer of rigid petiite insulation appiied directly over the plywood deck and a built-up : gravel .surface roof. The change will be to eliminate the roof insulation and install one base sheet mechanically fastened to the plywood deck, followed by one ply of Type IV fiberglass mat fully mopped with hot Type III asphalt, followed by one layer of modified asphalt, mineral surface cap sheet in hot asphalt. The surface of the cap sheet is to receive an additional surfacing of a flood coat of Type III asphalt and the specified ASTM gravel. The base flashings at the walls will be one layer of the mineral surfaced, modified asphalt flashing membrane. The wood curbs will receive an additional dry layer of~ coated fiberg~ass mat sprinkle mopped with hot asphalt and scatter nailed 12" on center. The Terry Wheeler said GS Roofing Products Company will issue a 15 year, no-dollar-limit warranty. ':"), 2. The top of the composition base flashing~· will be covered by a two-piece surface mounted counter flashing. :1< .. l Page Two Legoland Theme Park Bernards Bros. Construction 4 PSI Project No. 059-70202 3. The wood curbs for the 4' x 8' feet skylights' will be made 1-1/2" smaller than the inside of the· skylight. This will allow for the proper fit of the added composition base flashings. The curbs will be constructed of 211xl 011 lumber. There will be a tapered perlite roof insulation cricket at the high s'ide of the curbs so as to divert water around the curbs. The cant strips will be 2"x2" to allow for the added height of the tapered crickets. , 4. There w!ll be lead flashings at the pipe penetration:.=:. The flashings will a four inch wide flange and extend a minimum of six inches above the roof surface. The flange of the lead will be primed on both sides by the roofer, set in asphalt mastic over the finished Type IV fiberglass mat, covered with a modified asphalt flashing me1nbrane, and finally sealed with the modified asphalt cap sheet. 5._ The roofer will install a 1/211 thick walk pad directly .over the cap sheet, then apply the flood coat and gravel around the walk pads. 6. All metal seismic strapping will be covered with a layer of inverted roofing cap sheet prior to the nailing of the base course of the roofing plies. 7. All gaps in the decking greater than 1/411 will be spanned with an inverted roofing cap sheet. 8. The roofer will u~e pre-packaged cartoned asphalt. The cartons will bear the label of the asphalt manufacture, the ASTM #, the type of asplrnlt arid EVT temperature. 9. The work is to start in approximately three weeks. The Administration Building will be first, followed by Maintenance, Carpenter Shed and Security. 10. The Roofing Contractor will submit the tec,bnical data sheets on all approved roofing materials to Bernards Bros. Constmction. PSI CONSULTANT: Roger Sketch, DepartmenfJ\.fanager/Consultant C h ____ .;__ _______ _ l1 DEC 01 '97 09:49 FR PSI CORONA CA 909 272 4271 TO SAN DIEGO P.03/04 :REPORT OF DAILY BUILT-UP ROOFING INSPECTION PRE-'CONSTRUCTION MEETING OWNER: Lego Family Theme Park GENERAL CONTRACTOR: Bernards Bros, Con."truction 610 Ilex Street San Fernando, Ca 91340 SOPERINTENDEN'T'S NAME: Alex Young DATE: November 5, 1997 PROJECT: Lego Llmtl Theme Park . Cannon Road Calsbad, California REPORT NO: 059-70202 (1)-/63 A pre-construction meeting was held in the construction trailer of Bernards Bros. Construction. Attendees were Messrs.: Alex Young, Prqject Engineer, Bernards Bros. Construction Chuck Schneider, Superintendent, Bernards Bros. Construction Kevin O'Brien, Bernards Bros. Construction Bill Sellon, Hayden Roofing, Inc., President Joe Isom and Bill, California Sheet Metal Bill, Sheldon Mechanical Chris Rooney, AIA, HO&K Studio E Terry Wheeler, Manager, GS Roofing Products Co., Inc. 1. Bill Sellon and Terry Wheeler stated that they will submit a proposal to Alex Young for the change from the specified built,.up roof specification to a different system. The specified roof is one layer of rigid perlite insulation applied directly over the plywood deck and a built-up gravel surface roof, The change will be to eliminate the roof insulation and install one bas~ sheet mechanically fastened to the plywood deck, followed by one ply of Type IV fiherglass mat fully mopped with hot Type III asphalt, followed by one ·tayer of modified asphalt, mineral surface cap sheet in hot asphalt. The surface of the cap sheet is to receive an additional surfacing of a flood coat of Type III asphalt and.the specified ASTM gravel. The base ;flashings at the walls will be one layer of the mi.neral surfaced, modified asphalt flashing membrane. The wood curbs will receive an additional dry layer of a coated fiberglass mat sprinkle mopped with hot asphalt and scatter nailed 12" on center. The Terry Wheeler said GS Roofing Products Company will issue a 15 year, no-dollar-limit warranty. 2. The fop of the compo$itiort ·base flashings will be covered by a two-piece surf ace mounted counter flashing. · · DEC 01 '97 08: 49 FR PS I· CORONA CA Page: Two Leg1Jland Theme Park Bernards Bros. Construction PSI Project No. 059-70202 909 272 4271 TO SAN DIEGO P.04/04 3. The wood curbs for the 4'·x 8' feet skylights will be made 1-1/2" smaller ·than the inside. of the skylight. This will allow for the proper fit of the added composition base flashings. The curbs will be .constructed of 2"xl0" lumber. There will be a tapered perlite roof insulation cricket at the high side of the curbs so as to divert water around the curbs. The cant strips will be 2"x2" to allow for the added height of the tapere.d crickets. 4. There will be lead flashings at the pipe penetrations. The flashings will a four inch wide flange and extend a minimum of six inches alJove the roof surface. The flange of the lead will be primed on both sides by the roofer, set in asphalt mastic over the finished Type IV fiberglass mat, covered with a modified asphalt flashing membrane, and finally sealed with the modified asphalt cap sheet. 5. The roofer will install a l/211 thick walk pad directly over the cap sheet, then apply the flood coat and gravel around the walk pads. 6. All metal seismic strapping wiU be covered with a layer of inverted roofing cap sheet prior to the nailing of the base course of the roofing plies. 7. All gaps in the decking greater than 1/411 will be spanned with an inverted roofing cap sheet. 8. The roofer wil I use pre-packaged cartoned asphalt. The cartons will bear the label of the asphalt manufacture, the ASTM #, the typ.e of asphalt and EVT temperature. 9. The work is to start in approximately three weeks. The Administr~tion Building will be first, followed by Maintenance, Carpenter Shed and-Security. 10. The Roofing Contractor will submit the technical data sheets on all approved roofing materials to Bernards Bros. Construction. PSI CONSULTANT: Roger Sketch, Department Manager/Consultant ** TOTAL PRGE.04 ** Page_1_of ..2. INSPECTION REPORT CLIENT /ts:J.20 U,,._,.p DATE 12..-3 ·· 9: 7 Architect _______ --'-------------- Engineer _________ ---'--'----'----'--~-'--- INSPECTION · MAT'L-SAMPLING QTY _OSHPD X.. Concrete Cylinders ~ __ OSA __ Cement --.k Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples --__ Electrical ___ Masonry Prisms --__ Roofing __ Masonry Block -- .X..concrete · __ Fireproofing --__ Masonry __ Units (block or brick) -- __ struct Steel __ Asphalt Concrete --__ Prestress Cone . __ Roofing -- __ Pile Driving __ Reinf. Steel ---- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -·-- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -. -- REMARKS A::r l «; /? f£C--1 P:t t;AT7 Dtv ,S PROJECT (Name) la"C?Q lA-;vD (Address) CJ4:l(,<E«a4-D (14, REPORT NO. 05;9-7020('.. -IDB Building Permit No. --'-/l,,;"'"'0j_;.':4..;._ __________ _ Plan File No,---------------- Govt. Contract No.--------------- OSA Qr OSHPD #------------------- Other _______ '------------ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar >< Plan & Specs02-7:z_ 0 _ Rinf.: W.W.F. _ Clearances __ Rinf.: Tendons _ Positions ..k-Cone.: 'Mix #/psi 3Z38Sll-~2 so _Sizes __ Coni,.: Mix #/psi _Laps __ Cone.: Mix #/psi _ Future Continuity #/psi ___ Grout: Mix #/psi _ Consolidation __ -Mortar: Type/psi _ Mortar Batching __ __ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied ____ Steel _ H.S. Bolts - _. _ Metal Decking __ Electrodes _. _ Fireproofing _Other _ Corrective action required __ ___ Corrections completed A-r• .. /i) T(,,.,4 C (S,-- -C£J tUT - CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections.of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. CERT. NO·--------------,----- INSPECTOR SIGNATURE~~=4---l.----f:~-tC-.::;::::~=:-' DATE_:....,l.:::.2_·3~-...:.?_7.!;...·..a..·----------- PSI-B-900-170(2) Page_f_ of L INSP~CTION REPORT CLIENT La:?eo Lr1,vi> DATE-~/_7_-~3_-_9_7 __ ~--- Architect ______ ---'----'------------ Engineer __________________ _ INSPECTION MAT'L SAMPLING QTY _OSHPD ___ Concrete Cylinders -- __ OSA ___ Cement .K Specialty __ Mortar Samples --· __ Mechanical ___ Grout Samples -- __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block --· __ Concrete __ Fireproofing __ Masonry · __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing --__ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel -- __ Waterproofing . __ H.S. Bolts -- __ Non-Destructive . ___ Tendon (PT Stra11ds) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS t'l P{£ pol'_ TIJ 5VfDOtY ff: '/.1/+7"1 PROJECT (Name) L;s;-bo {.AN;, (Address) C-/'b!-1 s ,B 8:D CA, REPORT NO. cxc,-702-QL_...-168 If Building Permit No . .....L.>,~,;L0-'-.---------- Plan File No .... --'---------------- Govt. Contract No.~-----~-------- OSA or OSHPD #-------------- Other--~~--------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar k Plai:i & Specs azf-G. ~ __ Rinf.: W.W,F. _ Clearances · __ Rinf.: Tendons _ Positions __ Cone.: Mix #/psi _Sizes ·--Cone.: Mix #/psi _Laps . ___ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation ___ Mortar: Type/psi __ Mortar Batching __ Units: Block _ Electrode Storage ___ Units: Brick _ Torque Applied __ Steel __ H.S. Bolts __ Metal becking . ___ Electrodes __ Fireproofing __ Other _ Corrective action required __ _ Corrections completed ·,Htr • si>GZ..-1~1c.;-1v Q.-vs . -) CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable secti9ns of the building codes. This report covers the locations of the work inspected only and does not constitute engine_ering opin- ion or project control. CERT. NO._·---------------- PSI-B-900-170(2) r;;c;t;;J ,~ Professional Service Industries, Inc. American Engineering Division INSPECTION REPORT Page 2.. of <-- L . .r? -0 {.,. .,., /\-) 'i::> Project Name (per plans) --'=o:...,= =---'--r1-------'-------'---------'-----'---------- Inspection Date /VT - 1TH l ( ;r 7 9 r, Inspector's Name-,1,<~-!..l-...-,::::.--l-----"-.::..._--'--------'---'-----'--- Ps1 8-900-171 WAS ~If CLIENT leGo L,q,vh DATE 11~3--9, Page_1_of_ INSPECTION REPORi PROJECT (Name) l-600 l4rJD (Address) t'Ag1 .s ae 1> e4, REPORT NO. os<t-702,,:rL -/0813 Architect _______ -'-----------·Buiiding Perrnit No . .a..· "-'4;::,L,;t,,-<-L-__ · ---'-------- Engineer ___________________ _ Contractor. 3H)Yvd:JL-i2$ INSPECTION MAT'L SAMPLING QTY ~OSHPD __ Concrete Cylinders --·- __ OSA __ Cement --- ~Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples __ Electrical __ Ma_sonry Prisms -- __ Roofing __ Masonry Block -- __ concrete __ Fireproofing --__ Masonry __ Units (block or brick) -- __ Struct Steel · __ Asphalt Concrete -- __ Prestress Cone -___ Roofing -- __ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive ___ Tendon (PT Strands) -- __ Soils Technician __ Other --- __ Batch Plant __ Other -- __ Bolt Pull-Out _-_Other -- REMARKS Plan File No, _______________ _ Govt. Contract No.--~-----------'-- OSA or OSHPD #.-------------- Other---,------------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST ____ Rinf.: Rebar k... Plan&Specs OZ.370 ___ Rinf.: W.W.F. _ Clearances _. ·Rinf.:'Tendons _ Positions _ Cone.:. Mix #/psi _Sizes ___ Cone.: Mix #/psi _Laps __ ._ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage ___ Uriits: Brick _ Torque Applied _Steel _. __ H.S. Bolts - __ Metal Decking __ Electrodes _ Fireproofing _Other _ Corrective action required __ _ Corrections completed Pt -6 L ti)-:'.V7 t-D,L/1 az&11v LttVF 5 -7 to ,-;-An O 1t.J 4t--I/-+ Ol? TD z 5 P ,-n:__1 £ IC ,4 T1 <2 A/S ,, 02.3'"70 C'--ri: · g LS i3 ct l> A-? C{JVI. a.;4w,,v b N CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all 9f the reported work, unless otherwise rioted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE----1,,L_.--..ot.-+------1.~~a:::........:>sc-.J- PS1-s-9oo-110(2) DATE _ I_? -3-ct 7 CLIENT L ® o LA I\Jb DATE \ 1.. -1..-C\ 1 INSPECTION AEPOAT Page_1_of_b.. PROJECT (Name) LS1.?a L~ \'\Ju (Address) tJiJ'.LL':;>?,e D CA Architect _____________ -'------- REPORT NO. 05 3 -:Z 02. o ·2, -/0~ BLiild!ng Permit No. __._N-=-;/'-'-'---A----------- Plan File No, ______________________ _ Engineer __________________ _ Govt. Contract No.-------------- OSA or OSHPD #-------------- Other----,--,---~------------- INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST __ OSHPD ->C-Concrete Cylinders ..1L __ Rinf.: Rebar. X. Plan & Specs _QSA __ Cement --___ Rinf.: W.W.F. _ ·Clearances >< Specialty __ Mortar Samples --_ Rinf.: Tendons _ Positions __ Mechanical __ Grout Samples -->.-Cone.: Mix #/psi 3"Z..38S//~3ZS'O _Sizes i __ Electrical __ Masonry Prisms --_ Cone.: Mix #/psi _Laps I __ Roofing __ Mal,onry 'Block _ Cone.: Mix #/psi _·Future Continuity #/psi I l -i<' Concrete --.. Fireproofing --_ Grout: Mix #/psi . _ Consolidation I __ Masonry __ Units (block or brick) _ Mortar: Type/psi _ Mortar Batching I --I __ Struct Steel _-_ Asphalt Concrete --_ l::Jnits, Block _ Electrode Storage __ Prestress Cone __ Roofing _ Units: Brick _ Torque Applied j __ Pile Driving __ Reinf. Steel --_$tee! I __ Fireproofing __ . Steel ---·. _. H.S. Bolts __ Waterproofing __ H.S. Bolts _ Metal Decking I --I __ Non-Destructive _._Tendon {PT Strands) _ Efectrodes I -- __ Soils Technician _. _Other ___ Fireproofing I . . __ Batch Plant __ Other --_. Other _ Corrective action required __ ' l __ Bolt Pull-Out __ Other _ Corrections completed REMARKS l::::X L.A v 14: TI O t\. 1 ... ~ l\ ,, . "' ,L., :::i IAJ A Du'.L I7 (2 tf T A r: A-6 5TI4T7QN ::B: \b+:Z,Q TO ~ \'7-+ 5.8 , y~ d:(' r\,:/b. :t4 C, ( o\'Z..l"":::> I N G TH: e::: :, -Sp 6""C.,.·i-~I CA TI Qr'v'. $ S {..:;z_TT o 6-1 -c:z.:z ?.O. A1vn . D 4 1r4w 1 & ~ . 4:1: D -6 o . -CoNt\N6'S- CERTIFICATION OF COMPLIANCE: To the best of our·knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of th·e building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME-:J:>GJLJ:n<,,, ?. Xt---:ntri ... sc N (Print Clearly). . CERT. NO. ______________ _ INSPECTOR SIGNATUR~-.l.L--..1.f1?L.-:!;:...... _:v-l.~e;ti::·}...~s.....,;:_ :;z/~s~_>._ DATE,..,..,,.-!,J~2~--"2....-=--_.q_').,_ ____________ _ PSl·B-900-170(2) ! ~., IIDi!!U Profess_ional Service lndpstries, Inc. American Engineering Division INSPECTION REPORT Page_z_oLL Project Name (per plans)-L .... e:..___._,e:,,...,o""'-'L=r-1"-'-'-"tv .... '_,~.>----"----------'------------'--'------------- Inspection Date PSI B-900-171 L ,..-t.,,'1 ?--, ±!:: \\-f37,·, fl • <:::> 1t --t--80" Page_1_of_ INSPECTION REPORT cu ENT L e::b P LA-JV 1.:> DATE \ 1 -7,...-97 PROJECT (Name) Li:TT.:;, o LA-rv~ (Address) CAtLLf,B A""&> L-4 , REPORT NO. t2;-,c1 -rc]_o·k --IO&ff Architect___________________ Building Permit No. _,.../14.,,_,'h'"'"~---'------~---,---- Plan File No. _______________ _ Engineer ______ ~----~-------Govt. Contract No.--------------- OSA or OSHPD #--~----------- Contractor ~EDLrYM :u $ ~J?--ttDib'I?.. r".:) Other ___________________ _ INSPECTION MAT'LSAMPLING QTY MATERIAL DESCRIPTiON INSPECTION CHECKLIST _OSHPD ___ Concrete Cylinders --__ Rini.: Rebar _ Plan & Specs __ QSA __ Cen,ent --__ Rinf.: W.W.F. _ Clearances ~Specialty __ Mortar Samples --___ Rinf.: Tendons _ Positions __ Mechanical _. __ Grout Samples _ Cone.: Mix #/psi _Sizes __ Electrical __ Masonry Prisms --__ Cone.: Mix #/psi _Laps __ Roofing __ Masonry Block --__ Cone.: Mix #/psi _ Future Continuity #/psi __ Concrete __ Fireproofing --__ Grout: Mix #/psi _ Consolidation __ Masonry __ Units (block or brick) _. _ Mortar: Type/psi _ Mortar Batching __ Struct Steel __ Asphalt Concrete --__ Units: Block __ _ Electrode Storage __ Prestress Cone __ Roofing -·-__ Units: Brick _ Torque Applied __ Pile Driving __ Reinf. Steel --__ Steel __ Fireproofing __ Steel --__ H.S. Bolts __ Waterproofing _-_ H.$. Bolts --___ Metal Decking __ Non-Destructive ___ Tendon (PT Strands) --__ Electrodes __ Soils Technician __ Other. --__ Fireproofing __ Batch Plant __ Other --__ Other _ Corrective action required __ . _ __ Bolt Pull-Out __ Other ---_ Corrections completed REMARKS T<!c- vYYd I ,v IS:-,- ::SJ74TJ o e,,J 4=E '-1'8 + oo • ~''. ~ ~ rV(,. L-.) A:Dv'.L-Y\(I /4: I (V . Pv, N ,___, c,. W Q@.\J.5, CERTIFICATION OF COMPLIANCE: To the best of ourknowledge,.all-of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. Thi$ report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE~l~,,,,c___Jl----\c::O::'.:::::~~ PSl-6·900-170(2) CERT. NO._~---'-------------- DATE___,.,~t~'.2..~--z..-=---~~7-=-----~-------- Page_1_of _s INSPECTION REPORT CLIENT Lmo L4:N'D DATE \ 7--\ -ct-, Architect __________________ _ Engineer _____________ -_____ _ INSPECTION MAT'L SAMPLING QTY __ OSHPD __ Cqncrete Cylinders ---- ~SA ___ Cement -- ___ Mortar SamJ:)les __ Specialty -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block __ Concrete __ Fireproofing --__ Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete· -- __ Prestress Cone ___ Roofing --- __ Pile Driving __ Reinf. Steel --__ Fireproofing ___ Steel --__ Waterproofing --H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ -Other __ Bolt Pull-Out __ Other ----- REMARKS PROJECT (Name) l-G'""(:;;o LA-N'b (Address) CNu.$?itH>; CA . REPORT NO. D-S:t --z o 1-::o-'L -/(}~ Building Permit No. ---'HJ-1-.:....A...;._ __ ~-------- Plan File No, ________________ _ Govt. Contract No.-------------- CSA or OSHPD #--'------C.-----~----- Other ___________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar ~ Plan & Specs __ Rinf.: W.W.F. _ Clearances __ Rinf.: Tendons -_ Positions __ Cone.: Mix #/psi _Sizes __ Cone.: Mix .#/psi _Laps ___ Cone.: Mix #/psi ___ Future Continuity #/psi ___ Grqut: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching ___ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel __ H.S. Bolts ___ Metal Decking __ Ele9trodes ___ Fireproofing - __ Other _ Corrective action required __ _ Corrections completed 'R-<.'D'Yl o-..r ·, N h ::co? T"<?G "5 8T L1ru6 Ab "5114-T:I o N :I=¼:. 11-+f, 7, o~ )? t A-c i.-;::{') T'(rE Y.L Ac c:fWl <::D'\ n::: CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all.of the reported Work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building.codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE~. -,,&._.-.£4..:=:+---+~;___~____;~ PSl·B-900-170(2) CERT. NO. __ --'-___________ _ DATE !}-\--C...7 l •J Professional Service Industries, Inc. 'II . American Engineering Division INSPECTION REPORi Page 2-.of "2- Project Name (per plans)--'L--.....L=rc.. .... --"-",s-0~. __ L-=-'-A......,_,.N..c..1S>-=·'------,--------'---------------- Inspection Date Inspector's Na ne...~~9::::::1=~~~:s:::.;e:::::s--------,---'--- Ps1 B-900-171 Page_1_of .k INSPECTION REPORT CLIENT L E:['tqO L.'4-r:/D DATE /2 -I -9 7 PROJECT (Name) Le-bo lA-,...m (Address) U>1&c.,-s.;:yu;:, C#/. REPORT NO. l).SCZ,-7o'Z.--o-z. -/uS-4--, Architect-------------~---Building Permit No.--~-/4__._,_ _________ _ Plan File No.-'------------------ Engineer __________ __,... ________ '- INSPECTION MAT'L SJ\MPLING QTY __ OSHPD _-_Concrete Cylinders ---- _OSA ____ Cement -- ~pecialty __ Mortar Samples -- __ Mechanical __ Grout Samples --___ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block -- __ concrete -__ Fireproofing -- __ Masonry __ Units (block or brick) __ struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving -__ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts ---- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician _-_-_Other -- __ Batch Plant ___ Other -- __ Bolt Pull-Out __ Other ---- REMARKS w TC Govt. Contract No.-~-,-------------- OSA or OSHPD #---------------- Other--~--------,,---------- MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar ::::S:. Plan & Specs -~ _ Rinf.: w.w.F: _ Clearances __ Rinf.: Tendons _ Positions __ Cone.: Mix #/psl _Sizes __ Cone.: Mix #/psi _Laps ___ Cone.: Mix if/psi _ Future Continuity #/psi ___ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel ___ H.S. Bolts _-_ Metai Decking ___ Electrodes __ Fireproofing - __ Other _ Corrective action required ___ -_ Corrections completed BY our: Qt:: s t'$ TYn:1 -., 'il,B"n7 o IL< ,v l:;, P, f?ct::? 12.fi-J,V • C'-OlY TI N Y t£5 J(YJtf:J,V ~--Cl;J f'yc...... CERTIFICATION OF COMPLIANCE: To the-best of our knowledge, all of the reported Work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME -p822-:6'K:-?_ ? efib'X.:SO r-.J (Print Clearly) ~ - INSPECTOR SIGNATURE=-=t:2-AP v...q:~s;::, CERT. NO. _______________ _ DATE I Z.-1 -9 7 PSl·B-900-170(2) Page_1_of__z_ INSPECTION REPORT CLIENT I.Ebo lmvD Architect ____________ ~--'------- Engineer ______ -'------'------.......... ------ INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders --__ OSA __ Cement -- _.:?!.Specialty · __ Mortar Samples __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block --__ Concrete __ Fireproofing --__ Masonry ___ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete -·- __ Prestress Cone __ Roofing __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant _._Other -- __ Bolt Pull-Out .--Other -- REMARKS LA IV er C- PROJECT (Name) L,.-r,,o l,.,;wr) (Address) C-a,L:1 s,~e1 i> tA, REPORT NO. ns q -:z.o:).,,c, ·zd -I 3 3 Building Permit No. __,_,-"'t..j.,c.'/1_,_· ------------ Plan File No, _______________ _ Govt. Contract No.--------------- OSA .or OSHPD #-------------- Other ____ ------'-----------'--------- MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar __ Plan & Specs __ Rinf.: W.W.F. _ Clearances __ Rinf., Tendons __ Positions ' __ Cone.: Mix #/psi _Sizes l __ Cone.: Mix #lpsi _Laps t __ Coric.: Mix #/psi _ Future Continuity #/psi ! __ Grout: Mix #/psi _ Consolidation • I 1 __ Mortar: type/psi -. Mortar Batching ! __ Units: ·Block _ Electrode Storage l __ Units: Brick _ Torque Applied / : _._Steel ! __ H.S. Bolts ! __ M~tal Decking I ' ' __ Electrodes .. ___ Fireproofing __ Other _ Corrective action required __ _ Corrections completed D tf!..14 t IV L e:1;rr d-. I-I N i.V:- A-,y·J2 ltY"G? u (,l51b.A( L. OC ,..1 77 t?N d: Ni' el e-,. L'-i?'n cf'?VT . CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the.reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes, This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME= :;,822 en'--? . p i;;ITc-;Yt.,$,0 4 2 CERT. NO. ________________ _ (Print Clearly) · ~ INSPECTOR SIGNATURi"R 1 2 . ~ ~ PSl·B-900-170(2) DATE . (2.-r1-9 7 r;;.;;;;J ,~ Professional Service Industries, Inc. American Engineering Division INSPECTION REPORT Project Name (per plans) ___,.L"""BL~ .... a.......-LA:tlLD=-'-'....-.-~'"------------,---------------------- Inspection Date PSI B-900-171 A-IT- Professional Service Industries, Inc. American Engineering Division INSPECTION REPORT Page_of_ Project Name (per plans) ~l=--'-;,z-""""?O--=U:tv=.......~b~--'---------~------~----------- Inspection Date PSI B-900·171 if • 71" ·"'7 0 v oF 'P>vc-?, ,.c ~ ·1 Envil'Ol'lmental ·DBI Geotechn~cal •-• Construction . .. Page_1_of2 Consulting • Engineering • Testing INSPECTION REPORT CLIENT ________ ..a...,.. DATE_~IZ_-_f7~-_q_7'-----'--- PROJECT (Name) __ . _(_y,_--0_(..AM __ b _____ -,--.. (Address)_} _u;6 __ 0---:.D_/Z._. __ CA,et~ 6/tD ~ : . Architect~r ...... W-"-r:~k, __ s ___ w---'·o~. ,__l o __ f::,_. ------"-- REPORT NO. --,--(9_· _5~c,_-_.;_7_o_z ___ oz=-----,-:r=- Building Permit No. ___________ · ~/..0::.3"-""'-.;2=- Engineer {'-,tA:12.nA/ 4 DJNrJ Contractor BE{e,4Ael)j /312?).J' :r ;j C ·. INSPECTION _OSHPD _ OSA _specialty _ Mechanical _ Electrical -Jloofing _V_ r. Concrete -4°asonry _ 6>""._ s~·truct Steel _ Prestress Cone _ Pile Driving _ Fireproofing _ waterproofing _ Non-Destructive _ Soils Technician _ Batch Plant _ Bolt Pull-Out M~SAMPLING _Concrete.Cylinders _Cement _ Mortar Samples _ Grout Samples .-· _ Masonry Prisms _ Masonry Block _· _ Fireproofing _ Units (block.or brick) _ Asphalt Concrete _Roofin~ _ Reinf. Steel _Steel _ H.S.Bolts _Tendon (PT Strands) _._Other _ Other ___ ~ _ _Other ____ _ PlanFile No, _______________ _ Govt. Contract No.-----''----------- OSA or OSHPD #------------- Other ____________ .,....... _____ _ °J_Y · M~TERIAL DESCRIPTION _ R1nf.: Rebar . INSPECTION CHECKLIST ~n & Specs ____ --' ____ Rini.: W.W.F. ___ ---'-__ Clearances _____ _ __ ~ ~f.: Tendons I::; _ Positions ~Gone.: Mix#/psi5l.2./1t00 _ Sizes __ ---'------ -Cone.: Mix #/psi . / _ Laps _______ _ ____ . Cone.: Mix #/psi _______ Future Continuity #/psi __ _ ___ . _. Grout: Mix #/psi. _ Consolidation ____ _ _ Mortar: Type/psi _ Mortar Batching ____ ___ __ --. Units: Block _ Electrode Storage ___ _ ____ Units: Brick . _ Torque Applied ____ _ __ .-Steel _______ _ __ ·-H.S. Bolts _____ _ ____ Metal Decking ____ _ ____ Electrodes_~---- -· _ -.-Fireproofing ___ : ____ _ ____ Other _ Corrective action required __ ---------__ Corrections completed __ _ REMARKS WWA/£,JP,W I Z--17-9 7 {2-t,R}Jt, 6(,()(; ~ q 7-)../ Zf -JP.£-C/-1:L, IN JPGWtJrl P /4/J t/}J)£.f:;) OH f CAr;:£Mb-/ r SU<,1C£ YA.U': 97-/4.5( UY-I~ /Yflr.f(Y(.6, Or ur/115 At Dl!I¾ N IN MA7N1b/Ar-lCE L5t//l{)l)./fi Y~ * dJc)JU; f,G,e /7tl/7J r, JPft/U: YA;el) ~ J C/7-:f237 / · ·-~Cf At-/AJJf?GW0r! f/2otflPU Ar [#c G~IEfJ. ;r:o;e fl<.n-CEr-1€Ai 0/= I? C){oJ Af@x oE CJJ)(C/?£rE NI x #3zz ,, -(~:; 3lbo !JI ra~ ~7EIZ(o£ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin· ion or project control. INSPECTOR NAME ~ /?. k,f?-ltt:16-Z, · d (~nt~Y, ~ INSPECTOR SIGNATURS llir~c.,;,:;-4, " PSl·B·900·170(2) CERT. NO. (!I'( /Cttfr /12 DATE.,_ __ /_2_/_;_7_-__:..7__:7~-------- /i · •/ Professional Service .lndustrie$, Inc. ~ . • American Engineering Division -. · · · . · Page~f -Z.. INSPECTION REPORT Project Name (per plans) _U.;:;-"'-'-6<9=---"-(A,-l'---,-_l)_'-----'---',------~--------~t)_S_9_-_70_Vt)_· 2.-=- Inspection Date Inspector's Name-=::.:..,_;_ __ ___,~=---'-,-:.-=-c.__:_---=---=-----<-'--'~ PSI B-900-171 CLIENT LBZ:z o lalYv DATE 0--1 l;., 97 Page_1_of_/_ INSPECTION REPORT PROJECT (Name) Lb-roe,;, L-4 rv !2 (Address) '44 Si~rl 'D Mc --/~;· 'REPORT NO. c:/29· 7,2; z.:; t... . a:c , _ Architect, ________ ......_ _______ --'---Building Permit No. _,A.-c.:;,G-1/A=--~'-------------- Engineer ___________________ _ Contractor. 6e-1Z(Wl.t2-:C, &c,11/&~ S. INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders -- __ QSA __ Cement ---->< Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms --__ Roofing _-_Masonry Bloc;k -- __ concrete __ Fireproofing __ Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing _._Steel ---- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS p, ,4 c t;;1xvt b::J3-tr &:T is Ty,=:-PL4:tYS ; Plan File No; _______________ _ Govt. Contract No.--"-------------- CSA or OSHPD #-------------- Other _ _._-'-----"-------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST .--Rinf.: Recar .X' Plan & Specs -.-Rinf:: W.W.F. _ Clearances __ . Rinf.: T~ndons _ Positions --. Cone.: Mix #/psi _Sizes __ Cone.: Mix #/psi _Laps 1 __ C9nc.: Mjx #/psi _ Future Continuity #/psi ___ Grout: Mix #/psi _ Consolidation __ Mortar,: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied _._Steel __ H.S. Bolts --. Metal· Decking ___ Electrodes __ Fireproofing - __ Other _ Corrective action required __ _ Corrections completed D!!..dl& ;>,.$.<" A c" t <·12 i) t 1t,, l:, 7::p :;·u9 tki>J-rf? D D,-;2.A u/1 fl.£& .i;/; ()~&,(7. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAM~H'R-6'1'-"-;> ~t51J:--:w·sa,.,.; CERT. NO·---'---------'---------- (PrintCleariy) . k INSPECTOR SIGNATURE :J?.J'\_ Y :v , DATE 1'2-/&r 9'7 PSl-8-900-170(2) ~-· ·~ Professional Service Industries, Inc. American Engineering Division· INSPECTION REPORT Page_Lot _{_ Project Name (per plans) __.L=·..,s:_..r;'-'--..,,""'?--=L=· s"'-· Lait-<""--L.v,,___ _________ __,. __ -'--_ _,_ ___ _,__ ____________ _ Inspection Date ..,.. I ~\ Inspector's Name ilL.c.,0\0 PSI B-900-171 Page_1_of~ INSPECTION REPORT CLIENT La, o l-4 µ,;> DATE ic-• I 5-? '7 Architect _______ -'------------'-- Engineer ____________ ~------- INSPECTION MAT'L SAMPLING QTY _QSHPD __ Concrete Cylinders ---_OSA _._Cement --X.. Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms -- __ Roofing __ Masonry Block -- __ concrete __ ·Fireproofing -- __ Masonry __ ·Units (block or brick) -- __ $truct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing _-_Steel __ Waterproofing __ H.S. Bolts '' __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other __ Batch Plant ___ Other -- __ Bolt Pull-Out __ .Other. REMARKS 1$ ?,d,· l&b PROJECT (Name) L,:-7.c) t,,.y.r1> (Address) eAt i< t3AO t4; REPORT NO. as•t· 2cc? .;-·2, -/_,2~ Building Permit No. --<-/.:;cw_;_,,__ ___________ _ Plan File No.'"'"----------------- Govt. Contract No.--------'-------- OSA or OSHPD #-'-------------- Other__,..-"------------------- - MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar .2s:::.. Plan & Specs oz 2 Z n ___ Rinf.: W.W.F. __ Clearances __ Rinf.: Tendons _ Positions __ Cone.: Mix #/psi _Sizes ___ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching "---'--'-Units: Block _ Electrode Storage ___ Units: Brick _ Torque Applied __ . Steel _. H.S. Bolts ___ Metal Decking _ Electrodes __ ._ Fireproofing __ ____ Other _ Corrective action required __ _ Corrections completed A,yi> L"IYoC ':5 ¢,? TZDtv-02 ::Z? D ,, J),t._,,q ( • I t IY (;, ft: i"'7 (V F:O,'L.( 1(\, {-, 5,1-c:c::c CERTIFICATION OF COMPLIANCE: To the.best of our knowledge, all qt the reported work, unless otherwise n9ted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME~--,:;..-_.B)t"'--"""-'tTlc.i..::c:__=--l/.,_(. _~_,,,(_t;,~-"-' .... -.;..-;:;;.$-0....L...1<...I=-....:.... ~""''."''';:) ~ INSPECTOR SIGNATURE_72 __ --L----.P-,----.._I~~----,--_ PSI-B-900-170(2) CERT. NO. _______________ _ 0ATE___.(w2~-::...t..l~SL---~~7.~/:..._ ___________ _ r.:;:;;;;1 ·~ Profe$sional Service Industries, Inc. American Engineering Division INSPECTION REPORT Page Z. oti Project Name (per plans)-~L=ez~~~o--L~r1~'~v~u~· ----~--------,----~------------ Inspection Date "T-- A -~ D-II _! ) "i:) -,-2. . Inspector's Name7"9'"-------====-=----,.-----~-==~==------ Ps1 B-900-171 D./.2.;4. u irV fU L-D . 1/•r',. .. " . Page_1_of_ . INSPECTION REPORT cuENT L/ivo l-AtvD Architect _______ ----'-----""------'---'-- Engineer---,-,----'---'---~--------'~--- . INSPECTION MA'f'L SAMPLING QTY __ QSHPD __ Concrete Cylinders -- _OSA __ Cement -- ....k Specialty ·--Mortar Samples -- __ Mechanical __ Grout Samples . . __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block -->< Concrete __ Fireproofing __ Masonry __ Units (block or brick) -- __ Struct Steel ____ Asphalt Concrete -- __ Prestress Cone _._Roofing --__ Pile Driving __ Reirif. Steel __ Fireproofing __ Steel -- __ Waterproofing : __ H.S. Bolts -- __ Non-Destructive ___ Tendon.(PT Strands) -- __ Soils Technician __ Other r£ __ Batch Plant _.Js:::_ Other 4,-{L. ?uf:> __ Bolt Pull-Out __ ()ther ---- REMARKS f:c,,L. P1(...k! cz'"i:> kt i'> A &,·'i) ·to t A ?; n t'Z. r1 n:? rL , PROJECT (Name) l, c'-;7 ... o (.-<4:?V ,)> (Address) CA-r?t.f,i3',JP (1..,/:l REPORT NO. OSC/ • '7<.:'"I ·2. o ·.:.. ...-_j;)---2..- Building Permit No. -.L.>41""'tff=.f1,.,__ ________ ---,- Plan File No·------~--------- Govt. Contract No. ______________ _ OSAorOSHPD#------------- Other __________________ _ MA iERIAL DESCRIPTION INSPECTION CHECKLIST --. Rinf.: Rebar . .k::.. Plan & Specs o·t. 7 I CJ __ Rinf.: W.W.F. _ Clearances __ Rinf.: Tendons _ Positions --. Cone.: Mix #/psi _Sizes J __ Cone.: Mix #/psi _.Laps __ Coric.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage ___ Units: Brick _ Torque Applied __ Steel ___ H.S. Bolts __ Metal D1,ckinfJ ___ Electrodes . __ Fireproofing i _____ Other _ _ Corrective action required __ _ Corrections completed or- i>1ecr A--t.c o,:. i>t ,v , .. ro -51;,~ tz_O ,y 'f..?7. ?J 0 CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all-of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin· ion or project control. INSPECTOR NAME 1/, _ _,_/---"'-';nz_..._......_.t""'Q=L'--'·p._--""'"'V.___,__1-~V1:-'--'-'--'-'-~~~,c~· ,_v_·..,........,.. ""''"'""' ~ INSPECTOR SIGNATURE----4-,z.,&-2 .......... 1.___74--<---'--l'Z'----..... ----~:.___-"'-,,,__ CERT. NO·------'------------ DATE_~/~"2-~-~7_3~-~9~-f.:_ __ -_______ _ PSl·B-900-170(2) Page_1_of_ INSPECTION REPORT CLIENT l.G0<,, i.A:aLi> . DATE 0-1 '2 -5:::, Architect ____________________ ~_ Engineer __________________ _ - INSPECTION · MAT'L SAMPLING QTY __ OSHPD _· _ Concrete Cylinders -- _OSA ___ Cement -- :>< Specialty __ Mortar Samples ---- __ Mechanical __ Grout Samples __ Electrical ___ Masonry Prisms -- __ Roofing __ Masonry Bloc!< __ Con~rete ___ Fireproofing -- __ Masonry __ Units (block or brick) __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving ___ Reinf. Steel -- __ Fireproofing _. _Steel -- __ Waterproofing __ H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other ---- REMARKS ;:;;, ,2. ,., L ,., r fr...l .;,,, 4 s ·-s· PROJECT (Name) Lpr-;,2 I. ,:;:J,,Ui;:, (Address) t-t1t?L:S?:u4,> f4 REPORT NO. c,'5tt-1c::2 n ~._ Building Permit No. -';'-·v_,,_,'#1"-'-. __________ _ Plan File No·-----'----'-"--------------- Govt. Contract No. _______________ _ OSAorOSHPD#------------- Other'-------'----'----'~-'---------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST ___ Rinf.: Rebar ~ Plan & Specs 02..7?(' _ Rinf.;W.W.F. _ Clearances __ Rinf.: Tendons _ Positions __ Cone.: Mix #/psi _Sizes __ Cone.: Mix #/psi _Laps ' __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi __ Mortar Batching __ Units: Block _ Electrode Storage ___ Units: Brick _ Torque Applied __ Steel ___ H.S. Bolts _. _ Metal Decking __ Electrodes ___ Fireproofing __ Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approveq plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAM~?lf:>2'--r V§7'e2:t--S-:;) tY CERT. NO. _______________ _ (Prtnt Clearty) INSPECTOR SIGNATUR~-/J:2-~ -DATE I-Z--12--'; 7 PSl·B-900-170(2) Page_1_of -3: INSPECTION REPORT CLIENT LeJZ:;,o l-F1,,....iz-:::, DATE n-1""2--1::Z Architect _____________ -'-'-------'--- Engineer ________________ ...;_-'---- Contractor. ~ 0--iz..vtJ fl c2-:o:; 6aov-t o'"'?'L s - INSPECTION -MATLSAMPLING QTY _OSHPD __ Concrete Cylinders --__ QSA __ Cement -- X Specialty __ Mortar Samples --__ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms --- __ Roofing __ Masonry Block -- __ concrete __ Fireproofing __ Masonry . __ Units (bloc~ or brick) -- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone ___ Roofing --.- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing -_-_ H.S. Bolts -- __ Non-Destructive __ · Tendon (PT Strands) -- __ $oils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS LttY (-r: IS 7>1....Ac;,y<-- PROJECT (Name) lb7..,o L/-JµD (Address) <141?1 ...-.,i:,,1 [> <'A. _../ 'I ,-1 REPORT NO. osc-1-702.c:z.. {__,r-<- Building Permit No. ---=--/4;-,&.V/_·-'------------.7 Plan File No·---------------~ Govt. Contract No. _____________ _ OSA or OSHPD #-------------- Other __________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar >< Plan & Specs oz. 7 z.o _ Rinf.: W.W.F. __ _ Clearances _ Rinf.: Tendons _ Positions _ Cone.: Mix #/psi _Sizes __ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi ____ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi . _ Mortar Batching __ Units: B!ock _ Electrode Storage __ Units: Brick _ Torque Applied ._Steel _H .. S.Bolts _ Metal Decking ____ Electrodes _ Fireproofing _Other _ Corrective action required __ ! I _ Corrections completed I l I . $".77477 o,V .::,1,/--2.?=t I 0 l -, P <--U:: t Et <A z:::ro ,,v .S: -S b;'"'?; ·,T o,y---p 2 :Z :Z n CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted; substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers -the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAM~72::e:>'-? ?1-rnnt..-$ o,v (Print Clearly) INSPECTOR SIGNATUR;:,:z /?-i<.~ PSl·B-900-170(2) CERT.NO. _______________ _ ~., ,~ Professional Service Industries, Inc. American Engineering Division · INSPECTION REPORT Page "2---of <- Project Name (per plans) ~L=sz---....,=<-2-L~-!"'tl:V~-D........., __ ~---~-~--,-------------------- Inspection Date .:;:n-,d. ;,1,-'\ ·-;-..r741tU /"2-11.--c,-, -r,,-,A/'1- Ct-,,/) ,;.i,...1:::--rc,V" A-.-....J 'h , ,, · ,._ • L~ ;4LC<') ~ (.', '..__f 1.-t-o ·n-t / .{:"' ? ·" ,-,~=,-..,-"::>1. A ,-v <. A ;Vt"> -<;"--:--..4 •• j-..,,<1-1:>~ un. '""t-<..), .. , 1 -c; -,.,) c-, °u-'2... ' b-Jl d 'D :-1"2 ., "'2.1::s:' \•'-'I" ....... " ,. ,.u, -<.. --~,::;-,-i )!4--.,.._ ,-. ;.j. (:;-( (/ ,_, ..... <:"~-.-~ \\--'-•~ Y ,'Lo ..> 1-~ c:t.-~ ""-, . ., ,r r--1.P. :A--r.', t.:::-I . ..a...;:, .::.,;::,, \ r ,_-....... t> L.-A-·t' ( -,'"Yl4 (:,"'"'1V'1 , . , ~..., (\ I •~Lt n . .4 Y\./ (' , :re.. Ac r ,.._ n ,, . ~ I 1,..., .-.:;, . ...l l;;"' 't::> 1.a-.-,,,i.1 I <::. 14 C,.,c,..,/1---,-...; :,J .. ' \\..\-,=-v ~ ...o.. c 1-r--c-"'v1. rr ,-(.-<; T'-7-,-"1.!:1 ,..., ,-'l < ,.._, AC.c.. r--..{>, .i':, ~ ,.!l.-1'..J r c::::-. ' \ -r-.u.. -r'I.-\-,,.-"i°') l:;'""T7<+ 1 I . <:.., ,, ,~-:;...,, ............ . .. ,-.. C' n Inspector's Name f) ~ )\.'~ ~ .., J.. \~../' ---. ,, '-' ~ PSI 8-900-171 iJ • .,0 ;1 EnVU'Oiltrlf1!Jfal ..,'liilll• Geotechn,cal Page_1_of_ •-~ Construction Consulting • Engineering • Testing INSPECTION REPORT- CLIENT fa1,?o l,+1r../D DATE i?.-12-c,7 Architect _______________ '----- Engineer ______ __,,------,---------- Contractor. Ji_6'?&?1t2-i')S . 6_&cTHc:;,-,zs INSPECTION MAJ'l..SAMPLING QTY _OSHPD -, _. _ Concrete Cylinders -- __ OSA ___ . Cement -- LSpecialty __ Mortar Samples --__ Mechanical __ Grout Samples --· __ Electrical · __ . Masonry Prisms --__ Roofing __ Masonry Block __ Concrete _-_Fireproofing --__ Masonry ___ Units (block or brick) __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving ___ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive · __ Tendon (PT Strands) -- __ Soils Technician _._Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS /J1c-nrrz..: r71 tfl /V PROJECt (Name) lti'c;>O 1-A·/V i"::::> (Address) ('At-1.!iAAi) C:4. REPORT NO. 059-702 o;:,,.. Building Permit No. _Mc..,,,.,W"--'-. ___________ _ Plan File No. _ ___,. _____________ _ Govt. Contract No.·;.__ ____________ _ OSA or OSHPD #-------------- Other---~---------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST _. Rinf.: Rebar ~ Plan & Specs Ol--(:d-;,S _._ Rinf.: W.W.F. '. _ Clearances . __ Rinf.: Tendons _ Positions __ Corn::.: Mix #/psi _Sizes _ Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi _ Future Continuity #/psi _. _ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel __ H.S. Bolts __ Metal Decking ____ Electrodes _. _ Fireproofing __ Other _ Corrective action required __ _ Corrections completed t3 ;, ?VL- ~ <-:::z--T:Z o,v r?-Lf t lo 12 c-::to c..c e, ,4 n o.-v .s _ a co ;.2. fovt..., Pl, a L ; C · rJ OF' IC.$ I' o rY $ Tl-Z..k1 c ,r u v"--/ CERTIFICATION OF COMPLIANGE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME-2.....,....._1.TW""-"'"..._<c:)_.._, _]?...,__'--X<"""'"""""rn;;>......,..·>"YL--=-"=""'>-o'-=J..c::,;:)-=·=---- A ~.~-"'' ~=~. INSPECTOR SIGNATUR;-p __ · -.1:::-:.......,J:,~,...~-l-/..!: 4'.C.--=:;1#==~==:=::::s=.::~~-~ PSI-B-900-170(2) CERT. NO.--'--,---------------- DATE. J 'Z-:--1~ ~ c;_) Page_1_of_ INSPECTION REPORT CLIENT L,£1.?0 lcmri> DATE iZ-/2-? 7 Architect ______________ ----'----- Engineer _________________ '----,-- INSPECTION MAT'L SAMPLING QTY __ OSHPD 2C... Concrete Cylinders _!:L. _OSA __ Cement -->< Specialty __ Mortar Samples --- __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms -·- __ Roofing __ Masonry Block -- __ Concrete ___ Fireproofing -- __ Masonry __ Units (block or brick) -.--. __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ .Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing · __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS PROJECT (Name) L1azo lr17VD (Address) Mg0 Ml> M. REPORT NO; ... a ....... S:<a:z.:...-z .... ,""""'""'·o"'--'-;, _______ _ Building Permit No. --.:c1...L7_· ,_Ji.,,-'-""t,. • ..,.o'----------- Plan File No. ________________ _ Govt. Contract No.--~------------ OSA or OSHPD #-------------Other __________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar .>< Plan & Specs ___ Rinf.: W.W.F. _ Clearances _ .. -Rinf.: Tendons _ Positions )<'"cone.: Mix #lpsi5l,Q-G-3-z..-so _Sizes _ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ __ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _ Uniis: Brick _ Torque Applied _Steel ___ H.S. Bolts __ -_ Metal Decking _ Electrodes ___ . Fireproofing . _Other _ Corrective action required __ _ Corrections completed ,4 Foa PL ,f e-c-rn IJ lc-r1 S:QfV' 5 <--Qdrv_ --M <K /;V i> 1. d C <fr1? c,rx./r,. 2,vi.:> '.'-L/, o;, / ;:5 L ., t: ,.--vi !.::'. - CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reportec;I work, unless otherwise noted, substantially-complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME'J?ti¥:b'K--.-? 1':>o7o'.)1....SO~ CERT. Nb. ________________ _ (Print·Cleany) INSPECTOR SIGNATUR;=-J;>____} f ';)'-~ DATE . t:?.".:" I~-9 7 PSI-B-900-170(2) Page_1_of ...£. INSPECTION REPORT CLIENT -?:60d2 L/JtYD, DATE /2-II-97 Architect __________ --,---_......._ _____ _ Engineer ________________ ,...... __ PROJECT (Name) L b"7,20 Cd tvi:> (Address) MtYs A&Z> M- REPORT NO. o5'9-702-C'?-~//9 Building Permit No. _,~c..;.M1-'-"-'. -------"-? ____ _ Plan File NO,----'-------------- Govt. Contract No. _______________ _ CSA or OSHPD #-------------- Other---,----~-------,------- INSPECTION MAT'L SAMPLING QTY -MATERIAL DESCRIPTION INSPECTION CHECKLIST __ OSHPD .k Concrete Cylinders ~ __ Rinf.: Rebar --25;: Plan & Specs 0?.,7-Z O _OSA __ Cement --__ Rinf.: W.W.F. _ Clearances Zspecialty __ Mortar Samples --__ Rinf.: Tendons _ Positions - __ Mechanical __ Grout Samples --~ Cone.: Mix #/psi ;'.'Z.;;*2$1 /-JV.c _Sizes __ Electrical ___ Masonry Prisms --__ Cone.: Mix #/psi _Laps __ Roofing __ Masonry Block --__ Cone.: Mix #/psi _ Future Continuity #/psi __ Concrete __ Fireproofing --___ Grout: Mix #/psi _ Consolidation __ Masonry __ Units (block or brick) --__ Mortar: Type/psi _ Mortar Batching __ Struct Steel __ Asphalt Concrete __ Units: Block _ Electrode Storage __ Prestress Cone __ Roofing --· __ Units: Brick ___ Torque Applied __ Pile Driving __ Reinf. Steel ---___ Steel __ Fireproofing __ Steel --__ H.S. Bolts __ Waterproofing __ H.S. Bolts -----: __ Metal Decking __ Non-Destructive __ Tendon (PT Strands) ___ Electrodes __ Soils Technician __ Other --___ Fireproofing __ Batch Plant . __ Other --__ Other _ Corrective action required_._ __ Bolt Pull-Out ___ Other --_ Corrections completed REMARKS 5w fl.-;-1-1 Da.-,-1-1 N ;//4:, J2rV5,l,7, l>c d ~ s .,1 _-52G"7 -'E:cC4 TZO-rt.E$ ,. A-: t'.'.3:::'. i:> - £>4 ;l Ci-I ; f\ 1:C-, :S CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAM~'7l::87L. / ~77,-::zz_.-., o-cJ CERT. NO·---,----,------'--'---------- (Print Clearly) _ .2.. INSPECTOR SIGNATURE 2J7:? i2-zs::::::s PSI-B-900-170(2) DATE ·-z,-1/-97 Professiona, Service Industries, Inc. American Engineering Division INSPECTION REPORi Page_b_of 7-. Project Name (per plans) __.,L.=<81'2""'"""'-"'"'<""'..,~'--=d'-'--'-.ru..=..,]::>....:;..~---------~----------,.-------- Inspection Date 1'2,.-1/-9 L _(!;:'.),v .:,_ 3,s" 0 Inspector's Name-,i.-::.........:::~...L.....;.____-'--=='--~-.2--..----'--------'--,---- Ps1 B-900-171 Page_1_of_ INSPECTION REPORT CLIENT ln?o l&: rYD DATE CZ--It-'17 Architect-------,---'------------------ Engineer ________ -,-_________ _ INSPECTION _OSHPD _OSA :X--Specialty __ Mechanical __ Electrical __ Roofing __ Concrete __ Masonry __ Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out REMARKS tJ/./- MAT'L SAMPLING __ Concrete Cylinders · ___ Cement __ Mortar Samples __ Grout Samples ___ Masoory Prisms _. _ Masonry Block ---Fireproofing __ Units (block or brick) __ Asphalt Concrete __ Roofing ___ Reinf. Steel _._Steel __ H.S. Bolts __ Tendon (PT Strands) __ Other ___ Other __ Other TC!...-4P"-'5Vi' id c p<,->A.( QTY --· -- -- --· ---- -- -- -- -- -- -- -- -- -- PROJECT (Name) Lb7:zo LA,,.,i> (Address) CdtL(/2,31{1? M, REPORT NO. OS:"'l-102, o-z.. --J/7# ' Building Permit No. --'-=M,..._1/j.....,A-_,__ ___________ _ Plan File No. _______________ _ Govt. Contract No.---,------------"--- OSA or OSHPD #-------------- Other __________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar X Plan & Specs oz M, 5.. ._ Rinf.: W.W.F. _ Clearances _· _ Rinf.: Tendons· _. _ Positions ___ Cone.: Mix #/psi Sizes __ Cone.: Mix #/psi _Laps ___ Cone.: Mix #/psi _ Future Continuity #/psi __ . Grout: Mix #/psi _ Consolidation ___ . _ Mortar: Type/psi _ Mortar Batching ___ Units: Block _ Electrode Storage ___ Units: Brick _ Torque Applied ___ Steel __ H.S. Bolts -, __ Metal Decking . __ Electrodes __ Fireproofing __ Other _ Corrective action required __ _ Corrections completed 509:TI o,v :fl.-5 6+ 80 • 421:v:u,z..,qc. en 1:L , s Tb ~-b--Z. -r70/V -O:? (-b S ,,· t:YZL1 ,.,,,., (2. U l ;-:::::S A rv ]> (\/2.t-Gf7!.,J r?OCi'-- ? k< f? l £ ( W O ,-c.. IC $ <a,._,s :n:2 ; d , c:z 12 N • CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of-the work inspected only and does not constitute engineering opin- ion or project control. • INSPECTOR SIGNATURE--!<~=---i.---1. _ _,__:::...--'-,--_....::::....L..-_ PSI-B-900-170(2) CERT. NO·----'--------------- DATE . l)-:-Ir-97 CLIENT Lr-;c-,o l,,.A,vD DATE t 7 -10 -q, Page_1_of~ INSPECTION Rf:PORT PROJECT (Name) l@ o LA1vD (Address) (1A ,g, saa-o t4 - REPORT NO. 0$ 9.792-02.....,,,,..-J/~ Architect _______ ~----------Building Permit No ..... · -'--M-<-~-~'--· -~---------- Plan File No.--'---------------- Engineer ____________________ ---'-'_ Govt. Contract No. _______________ _ OSA or OSHPD#~------------- Contractor. tS <·7"~,'-' r-1 e i) s -}3 .~ art, t-:1?:-s Other _________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD ___ Conc·rete Cylinders --_ Rinf.: Rebar :::::_ Plan & Specs ,n :z2..Q _OSA · __ Cement ---_ Rini.: W.W.F. -.-Clearances .x-Specialty __ Mortar Samples -----Rinf.: Tenc;fons _ Positions __ Mechanical ___ ._. Grout Samples --__ Cone.: Mix #/psi _Sizes __ Electrical __ Masonry Prisms --_. _ Cone.: Mix #/psi _Laps __ Roofing __ Masonry Block --__ __ Cone.: Mix #lpsi _ Future Continuity #/psi __ Concrete ___ Fireproofing --_ Grout: Mix #/psi _ Consolidation __ Masonry , __ .Units (block or brick) _ Mortar: Type/psi _ Mortar Batching __ Struct Steel __ Asphalt Concrete --_ Units: Block _ Electrode Storage __ Prestress Cone __ Roofing --· __ Units: Brick . _ Torque Applied __ Pile Driving __ Reinf. Steel --_Steel __ Fireproofing __ Steel -·-·-. -H.S: Bolts I __ Waterproofing __ H.S. Bolts --_.Metal Decking ! __ Non-Destructive __ Tendon (PT Strands) ----.-Electrodes I I __ Soils Technician __ Other --·-· _ Fireproofing i __ Batch Plant __ Other ---___ Other _ Corrective action required __ ._J __ Bolt Pull-Out __ Other --_ Corrections completed i ! REMARKS ;'2 f[U/(Q t?. (. C IV b Fo,2. LA2 $CL IC b-:S ) V/2-A l-v' / A/ & 5 NO -0-z j LJ -I I t.,Jf4 s CERTIFICATION OF COMPLIANCE: to the best of our knowledge; all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations ofthe work inspected only and does not constitute engineering opin- ion or project control. ::::::::::~~~~ CERT. NO·-------'------------- DATE _I _"2.--I o ·-C, ') PSI-B-900-170(2) l •J Professional Service Industries, Inc. 'II . American Engineering Division INSPECTION REPORT Page .2-. of -Z.... Project Name (per plans)-l .... -,_,(-f"7..,,:.-,, . ..,.a""'· _ __,L-=-'d'"'-r"'-""l./(2c,__ ___ ~-----,-----'------------------'-- Inspection 1::?2-A 1 /ll Date 'Sfbf.2,_ ;v,. I -Z...· 10-•i7 -/'r,·JI .,r;-- /''_., A.l"T"72. ,-'I ,·-;-,r.-,,d ,=.. . ..n_.,.., , J ;::::, ; _,,.,,. , ___ '"'-n-,-7 . 0 ,p. ,12.,:S-;A/6'!-M Y'I C. ·,V ...-..., - 5 C. .. r,a_ ~,-;;;--'-'r"~::>t.;r-~-h.,,., ~ ,,V/ ,,..-, A-, L1 ,,Vl.5 AP>~ <t;,;r:/ 77 0 IU .::i:{:-/2...J.n5 ./.,7. .. ,I/,,, ~r,, ,,, _-.-z.1. ,..na ;""-,-_""" l/d"7"'7n.., i --= er-A....-""r2.i / ~ ..,....,,.dr-r'~ r~«z_ ~~,,:,.-.,.._,,, A-1 ~1. - ... ~ ~ ~ t/ j ~ / I ' Inspector's Name · -~ ,, r ' I - PSI B-900-171 Page_1_of_ INSPECTION REPORT CLIENT Lb:12 0 LA-rVo DATE __ 1~2~---a..1°_-_9~7_.__~--- Architect ______________ --''---'---- Engineer-----------------~~- Contractor. § c-rn-e 4 !"' jY,i INSPECTION MAT'L SAMPLING QTY . __ OSHPD __ Concrete Cylinders -- _OSA __ Ceme11t -- .,,,....-Specialty __ Mortar Samples -- __ Mechanical -___ Grout Samples __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block --__ Concrete _ .. _ Fireproofing __ Masonry __ · Units (bloc:k o.r brick) --__ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing _-_Steel -- __ Waterproofing __ H.S. Bolts -·-·- __ N_on-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant ____ Other __ Bolt Pull-Out ___ Other -- REMARKS ·-re-f-a1y:,·a:c1 C: TZQ tY c-o Y2., 1$ rvo S·-S . , PROJECT (Name) ib72Q LA-tvD (Address) f#l-lld<e,A-,) &14; REPORT NO. os: "1-70 ke ? . -11&f Building Permit No. _,...:0+/~:t __________ _ Plan File No, ________________ _ Govt Contract No.--,------------ OSA or OSHPD #--------------- Other_----'------------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST ___ Rinf.: Rebar ~Plan & Specs 02vc __ Rinf.: W.W.F. -_ Clearances ___ Rinf.: Tendons _ Positions __ Cone.: Mix #/psi _Sizes ___ Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi -. Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied _-_Steel _H.S. Bolts __ Metal Decking __ Electrodes __ Fireproofing __ Other _ Corrective action required __ _ Corrections completed fl:/Y v C,a4Gi-'7i3&i> llJUIV/ CERTIFICATION'OF COMPLIANCE: To the best of our knowledge, all·of the reported-work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers:the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE-,J,1.~,,..-,,::.---i_;;,-.,....,:~___.,....::-...___,,.,.._..o..-- PsI-e-soo-110(2J CERT. NO,-,----------------- I -, -10-'-i 7· DATE~---~---~------------- CLIENT LcE>o L4 ,vT::> DATE /2· c,-"17 INSPECTION REPORT Page_1_of_ PROJECT (Name) L.tn,o LA:-,vD (Address) ~ MP &4. REPORT NO. -(2s9~ 70&0Z -/I 7 Architect ____________________ _ Building Permit No ..... tYfl..-..... -_· ______ ' ____ _ Plan File No. _______________ _ Engineer-------------------'---Govt. Contract No. _____________ _ INSPECTION _OSHPD __ OSA ~Specialty __ Mechanical __ Electrical __ Roofing __ Concrete __ Masonry __ Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out REMARKS MAT'L SAMPLING ___ Concrete Cylinders ___ Cement. _ . _ Mortar Samples __ Grout Samples · __ Masonry Prisms __ Masonry Block __ Fireproofing __ Units (block or brick) · __ Asphalt Concrete __ Roofing . __ Reinf. Steel __ Steel __ H:S. Bolts __ Tendon (PT Strands) : __ Other __ Other ____ _ __ Other ____ _ OSA or OSHPD #-------'-------- Other------'-~------------- INSPECTION CHECKLIST ____ Rinf.: Rebar_______ X Plan & Specs o}. 7 i. o QTY MATERiAL DESCRIPTION ____ Rinf.: W.W.F. _ Clearances ______ _ __ -__ Rinf.: Tendons _ Positions _______ _ ____ Conc.:Mix#/psi _ Sizes _________ 1 --. ___ Cone.: Mix #/psi ___ Laps ________ _ _. ____ Cone.: .Mix #/psi _ Future Continuity #/psi __ _ _______ Grout: Mix #/psi _ Consolidation _____ _ ___ --_ Mortar: Type/psi -. _ Mortar Batching _____ _ __ __ Units: Block _ Electrode Storage ____ _ ______ Units: Brick _ Torque Applied _____ _ _ -___ Steel _______ -- --· __ H.S. Bolts ______ _ ______ Metal Decking_-'------ --__ Electrodes ______ _ _______ Fireproofing ______ _ __· __ Other~--------__ Corrective action required __ -'------'---------'--'----_ Corrections completed __ _ 012.e1 c-v,JV #-v-" 0 • CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless.otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE_.,.::....i.:::;=--+-,..__--'-..::;...-~.,_ __ PSI-B-900-170(2) CERT.NO. ______________ _ DATE __ J"l.-'l-'i 7 Page_1__ of_ INSPECTION REPORT CLIENT LaolA-ND Architect __________________ _ Engineer ________________ --'---- Contractor ft"'x ,uAJ?.i>S 64n7Zttf7?:S INSPECTION MAT'L SAMPLING QTY _OSHPD __ . Concrete Cylinders -- _OSA , ___ Cement -- ~Specialty __ Mortar Samples -- __ Mechanical __ GrourSamples __ Electrical __ Masonry Prisms __ Roofing __ Masonry Blo9k -- __ Concrete __ Fireproofing --__ Masonry __ Units (block .or brick) -- __ Struct Steel __ Asphalt Concrete --·- __ Prestress Cone __ Roofing __ Pile Driving __ . Reinf. Steel --__ Fireproofing __ Steel --__ Waterproofing , __ H.S. Bolts --__ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician ___ Other --__ Batch Plant ___ Other. -- __ Bolt Pull-Out __ Other -- REMARKS ~ EK< A v& ..-, 4 /(2 <'-<l~ ,v _TI N tA <=C$ . PROJECT (Name) I 6770 L-bv72 (Address) ~t1:e c ..-, ??4::1-> M , REPORT NO. C2-£9·-7Pd PL .-;/?ff Building Permit No. ~-~'-':.r·t;#l~M~----------- Plan File No·---'---------------- Govt. Contract No.--------------- OSA or OSHPD #------------- Other_,._------------~--------- MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar .:X Plan & Specs o-z.. 7 3 Q _ Rinf.: W.W.F. __ Clearances __ Rinf.: Tendons __ Positions __ Cone.: Mix #/psi __ Sizes __ Cone.: Mix #/psi __ Laps ·--Cone.: Mix #/psi .. __ Future Continuity #/psi __ Grout: Mix #/psi __ Consolidation --. Mortar: Type/psi _._ Mortar Batching __ Units: Block __ Electrode Storage __ Units: Brick __ · Torque Applied __ Steer __ H.S. Bolts __ Metal Decking __ ,Electrodes __ Fireproofing __ Other __ Corrective action required __ __ Corrections completed . E:t2c'jZ.;,. p ' 4 ' ,.;-p 4'-LC ,/2-1""::>1 \'\.; l::r ~ ::t:H: ,~ 6·? &. . $ f:-'].,<.J t..ryz e1:1 ct t N CERTIFICATION OF COMPLIANCE: To the best of our knowledge, a:11 of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers·the locations of the work inspected.only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE-,t,::-'-"'-~:!i--+---..:.i:-+~_.;;::::..~- Ps1-s-soo-110(2l CERT. NO. _____ __; _________ _ DATE rz-1-9 7 Page_1_of_ INSPECTION REPORT CLIENT Le-Go L.4-ND: DATE /"L-cg-97 _,, Architect·---------~-------------- Engineer _____________ ---'------- Contractor. df51?..N tt&D ~ INSPECTION __ OSHPD __ OSA ¥specialty __ Mechanical __ Electrical __ Roofing __ Concrete __ Masonry __ Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out REMARKS Tc.. MAT'L SAMPLING QTY __ Concrete Cylinders -- __ Cement -- __ Mortar Samples __ Grout Samples --. __ Masonry Prisms --· __ Masonry Block -- __ Fireproofing --· __ Units (block or brick) -- . __ Asphalt Concrete -- __ .Roofing -- __ . Reinf. Steel --__ Steel -- __ H.S. Bolts -- __ Tendon (PT Strands) -- __ Other __ Other, -- __ Other -- PROJECT (Name) l sfi'::o LA-:tvD (Address) ~BA-D <!A,. REPORT NO. os9-:zoz..01--//(; Building Permit No. _.11"-'-4¥-A!!'...L-· __________ _ Plan File NO,---'-------------- Govt. Contract No.--------------- -OSA or OSHPD #-------------- Other _________ -'-----'------ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar .25:. Plan & Specs __ · Rinf.; W.W.F. _ Clearances __ Rinf.: Tendons _ Positions __ Cone.: Mix #/psi _Sizes __ Cone.: Mix #/psi _Laps __ Cone.; Mix #/psi _ Future Continuity #/psi --. Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _. . Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel __ H.S. Bolts -.-:Metal Decking __ . Electrodes --. Fireproofing __ Other _ Corrective action required __ _ Corrections completed 0Pl5"r\,,J It'\-? b S • t2. &'?(,.A,C.......\ ,-._) <,;, l oc;:....fA.-T70NS. :t:H-4--,-No $-u< LA vAD O ru AS.'B. CERTIFICATION OF COMPLIANCE: To the best9f our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building co<;les. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAMF :P&}'Z.-c,£)C..' -;:::> V e::TJ,7'.1/;,.0 (I..:), (Print Cle,!riy) · CERT. NO. _________ ___,;. ______ _ INSPECTOR SIGNATURE_y __ J~,~...\---2.J;\--__a·.-A~. """-"1---="--DATE __ ~\'"'2.-...=-=-....lY.~?---G~71------------ PSl-8-900-170(2) Pagej_ofL INSPECTION REPORT CLIENT ________ _ DATE_-'j ____ z_-_0_5_-_~_7 __ _ Architect_J-+o_..,...~_-'--S_TU_'_D_J_tJ _ _;,_f;_---,---------,- Engineer MAP-t7 t{ tf, l>J N tJ Contractor. /3e-f2.HM-D.f B.eos. INSPECTION M~ SAMPLING . iv _OSHPD _Concrete Cylinders _OSA _._Cement -- _Specialty _ Mortar Samples ---·-_ Mechanical _ Grout Samples _ Electrical _ Masonry Prisms -·- ~ofing _ Masonry Block -·- Concrete _ Fireproofing -- _Masonry _Units (block or brick) --· _ struct Steel _ Asphalt Concrete •. _ Prestress Cone _Roofing -- _ Pile Driving _ Reinf. Steel _ Fireproofing _Steel -- _Waterproofing _H.S.Bolts _ Non-Destructive _Tendon (PTStrands) -- _Soils Technician ___ Other -- _Batch Plant __ Other -- _ Bolt Pull-Out _ .. Other -- PROJECT (Name) Lf,E:i) U\?--1 D (Address) 1 -l..f,E,c p,e. CM.us f,Af) I CA .. REPORT NO. 0 5 '1-70 fei 2 -//, Building Permit No. --'-'f--'-7_-~J...-=/_._/_,,Z.=-------- Plan File No, _______________ _ Govt. Contract No.--'-------------- OSA or OSHPD #------------- Other------------------ MATERIAL DESCRIPTION ,~ INSPECTION CHECKLIST _/4inf.:,Rebar A~f1 ,~&{! 6/.. ~Plan & Specs _ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons . • _ Positions Leone.: Mix #/psi 5tl73fJ{i} _Sizes .. ~- _ Cone.: Mix #/psi _Laps _ Conc.:.Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi -/"'consolidation _ Mortar: Type/psi . _ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel _H.S.Bolts _ Metal Decking _ Electrodes _ Fireproofing __ Other _ Corrective action required __ _ Corrections completed REMARKS r,e.!LJlfY /Z-oS-97 St/!AACE YN'...O: 'l"7-/1S"~ StCUf!.{rt f)0o1J/ 97.-;l/Zl -JfGCIAt.-1/J.ff/iCO()J-f /JIUJl/iLJe,£) &rt REl/1/fO,eCI/J§ Sl'GU f-0/!. . ro077N6...: kr Pou,oa/1/J~ UJCkrl&JJ '. c£ CJfkv(..; k1' tM7ll~MU 8l/1lf)1#G Y, Jju·rn ot=-MArtrJr:b.J1t1JC£ 1JULw1J.Ki toWMAJ Buu.,o,,s(J YA,2.,0 ., MP Si,CJ.J(!,{r-/ t>Don-1 Sf'f!tko I .:-.. reon.<J<U (m77k, or-5) " UJo -5ffe11+-c, 1t-!Jf7e,GT?o,( f'f!,01/!0Ea Ori ~cA~/flV1r Of-//0 CtpJ (A-1/'AJx) Or CO/fU. m MIX # 522. ,fL;:;. 3ooo f'J/ 01-/ ro<tJTllJ<-JJ MbfTlO;./-U) ,t6ovr£.. Tc.t10 SW OF· 1 7 . COrtcP..(,,{E c-yu11tJUJ MlrOc. {jjoa ttM... P~ .s • ' CERTIFICATION OF COMPLIANCE:. To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved pl~n specifications and applicable sections of the building codes. This report covers the locations _of the work inspected only and does not constitute engineering opm ion or project control. INSPECTORNAME. ~ ,e, ~lb('OE,Z ~QnM I INSPECTORSIGNATURF~ PSI-B-900-170(2) .. CERJ.NO.---!::...~_.!;.!.~~~.::..;__J_'f_i!...:.11_t. ____ _ DAT~,-. _.:...:/2::...--=:.o..:..s_-..:,_?_:,_7 ______ "--_ Page_1_of_ INSPECTION REPORT CLIENT L eC:;;o L.ft,vD DATE 17...-5 • 9 7 Architect _____________ ___; _____ _ Engineer ______ --'~------------'- INSPECTION __ OSHPD _OSA K°specialty __ Mechanical __ Electrical __ Roofing __ Concrete __ Masonry __ Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out REMARKS 5,o~ MAT'L $AMPLING QTY __ Concrete Cylinders -- _-_Cement __ Mortar Samples -- __ Grout Samples -- __ Masonry Prisms --__ Masonry Block ___ Fireproofing -- __ Units (block or brick) -- __ Asphalt Concrete --__ Roofing -- __ Reinf. Steel --__ Steer -- __ H.S. Bolts -- . __ Tendon (PT Strands) --__ Other --__ Other -- __ Other -- PROJECT (Name) LG""C:Jo. L.4-Ni.> (Address) CArLuOfl:"D (1,4, REPORT N0.::::1:7-202 ""· _.... /;7/ Building Permit No. __.M..--:al_-L-',__ _________ _ 7 ·Plan File No,-----'-------------- Govt. Contract No.--'-,-~------------ OSA or QSHPD #-------------- Other ________ ....,.... __________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ _ Rinf.: Rebar _kF>1an & Specs 01,, i:2,. 'O _ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons _ Positions __ Cone.: Mix #/psi _Sizes _. Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation -. Mortar: Type/psi _ Mortar Batching _ Units: Block __ Electrode Storage _ Units: Brick _ Torque Applied _Steel _H.S. Bolts _ Metal Decking _ Electrodes _ Fireproofing _Other -_ Corrective action required __ _ Corrections completed C +? rY TI "-/ ½--\5""';;;, Lt!'::?e: ttei:;, CERTIFICATION OF COMPLIANCE: To the best of ow knowledge, all of the reported work, unless otherwise noted, substpntially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the-work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME~ INSPECTORSIGNA== == PSI-B-900-170(2) CERT .. NO·----------'-------- DATE \'2--S-ct7 Page_1_of _J_ INSPECTION REPORT CLIENT L B720 lA;tY() DATE LZr $'. -97 PROjECT (Name) L <:rva LA.IV/"::> (Address) l'A~e,,t--p <!41. REPORT NO. osc;,~ 7Dl-o '.?---///4- Architect ____________ ~-----Building Perm.it No. _9_Y ..... -~-~/~Y_b~O ________ _ Engineer _____ ----'--------"--------- Contractor ffi,m...,us fl-::b 5 73 t2--0 'f7-fJ-:D<---:S Plan File No·----------------- Govt. Contract No.----,-------------- OSA or OSHPD #-~------------- 0th.er_-_________________ _ INSPECTION MAT'L SAMPLING QTY. 'MATERIAL DESCRIPTION INSPECTION CHECKLIST __ OSHPD K Concrete Cylinders -=l_ _ Rinf.: Rebar -:>< Plan & Specs _OSA ___ Cement ___ Rinf.: W.W.F. _ Clearances Lspecialty __ Mortar Samples --_ Rinf.: Tendons ___ Positions . __ Mechanical ___ Grout Samples -·-~ Cone.: Mix #/psi6'0·C· 3000 _Sizes __ Electrical _._Masonry Prisms --__ · Cone.: Mix #/psi _-Laps __ Roofing ___ Masonry Block --_ Cone.: Mix #/psi ___ Future Continuity #/psi ¼concrete __ Fireproofing --__ Grout: Mix #/psi _ Consolidation __ Masonry _._ Units {block or brick) --__ Mortar: Type/psi _ Mortar Batching __ Struct Steel __ Asphalt Concrete --__ Units:. Block . _ Electrode Storage __ Prestress Cone __ Roofing --__ Units: Brick _ Torque Applied __ Pile Driving __ Reinf. Steel ___ Steel __ Fireproofing __ Steel --_ H.S. Bolts . __ Waterproofing __ H.S. Bolts --___ Metal Decking __ Non-Destructive __ Tendon (PT Strands)' --_____ Electrodes __ Soils Technician __ Other __ Fireproofing __ Batch Plant __ Other --_Other _ Corrective action required __ __ Bolt Pull-Out __ Other --_ Corrections completed REMARKS '2?&-t Lc,.1 t1/ {z Oru,r. sfiIT T<£'2T CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the-building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE ....j!:....::o~..:::::,.--1--==-=;.:.._-a.-.:::.-..L-- PsI-s-soo-17o(2l CERT. NO. ________________ _ DATE 1-Z..-S" -9 Z REPORT OF MORTAR COMPRESSION TEST TESTED FOR: Legciland Estates, Inc. 5600 Avenida Encinas, Suite 130 Carlsbad, CA 92008 · Attn: David Cattle DATE: 31-Mar-98 PROJECT: legoland Theme Park Carlsbad, California Permit# 97-1456 REPORT NQ.: 059-70202-354 LOCATION OF POUR: FIELD PATA FIRST SITE CMU WALL TO THE SOUTHEAST OF THE GARDEN DATE POURED: TIME SLUMP, IN. AIR TEMPERATURE, F CONCRETE TEMPERATURE, F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY LAB CYLINDER TEST 02-Mar-98 1:30 PM 04-Mar-98 PSI/CARLOS HERNANDEZ 'SUPPLIER COMPRESSION TEST RE SUL TS DATE OF TOTAL SAMPL:E SAMPLE SUPPLIER JOB-SITE MIXED DELIVERY TICKET NO. MIX# & PROPORTIONS TYPE •s• CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSIVE OBSERVATIONS Samples made by PSI representative No. NO.: AGE TEST LOAD DIMENS.ION AREA STRENGTH· 00 D [I] (DAYS) (LBS) 16478 A 7 09-Mar-98 11000 16478 B 28 30-Mar-98 12600 16478 C 28 30-Mar-98 11800 SPECIFICATIONS 28 REMARKS: cc: 1 -City of Carlsbad / Pat Kelley 1 -Bernards Brothers Construction / Alex Young 1 -H.0.K. / Chris Rooney 4 -LegoLand (IN.)_ 2X4 2X4 2X4 (SQ.JN.) (PSI) 3.14 3500 3.14 4010 3.14 3760 1800 D ~ D Samples made by Others Samples picked up by PSI Representative Samples delivered to PSI laboratory Test results comply with applicable specifications. Test results do not comply with applicable specifications. TYPE OF FRACTURE, IF OTHER THAN CONICAL ____ _ CONFO.RMS Respectfully submitted, cg~;;~ Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT ·OF GROUT COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008· PROJECT: LEGOLAND THEME PARK CARLSBAD-, CALIFORNIA DATE: March 17, 1998 OUR REPORT NO.: 059-70202-386 FIELD DATA: LOCATION OF PLACEMENT LOWER SECT.ION OF CMU SITE WALL @ SOUTH SIDE OF THE GARDEN -50' OF LONG WALL FROM WEST END & 20' OF SMALL WAL~ FOR EAST END DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F GROUT TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY SPECIMEN LABORATORY IDENTIFICATION NUMBER OR SET NO. 16512 A 16512 B 16512 C SPECIFICATIONS March 06, 1998 12:00 pm 8 62 Maret 09, 1998 PSI\CARLOS HERNANDEZ PALOMAR TRANSIT MIX SUPPLIER PROPORTIONS Cl=ME_NT WATER FINE AGGREGATE ADMIXTURE COMPRESSION TEST RESUL. TS ASTM C109'93 TEST TOTAL CUBE CUBE AGE DATE OF lOAD SIZE AREA (DAYS) TEST (LBS.) (IN:) (SQ. IN.) ,, 7 03/13/98 325.00 3.00 :x; 3.00 9. o·o 28 04/03/98 28 04/03/98 28 PALOMAR TRANSIT MIX COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 3610 Cone 2000 REMARKS: X Cubes made by PSI representative. X Cubes picked u_p by PS I representative: Test results comply with applicable specifications. Cubes made·by Archite,ct's or Contractots representative. Cubei; delivered to PSI l~boratory. Te'st results do not comply with applicable specificalions. TECHNICIAN: CARLOS HERNANDEZ cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE MA TE RIAL PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, IN_C, , PSI A-200·31 F Respectfully Submitted, · Professianal Service Industries, Inc. ~t~ DISTRICT MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AV.ENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD; CALIFORNIA CARLSBAD, CA 92008 DATE: March J. 7, 1998 · ·OUR REPORT NO.: 05_9-70202-385 FIELD DATA: LOCATION OF PLACEMENT ELECTRICAL DUCT BANK under footings· DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATUR~, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March 09, 1998 02:00 pm 7 60 65 March 10, 1998 PSI\DEREK PETERSON NELSON & SLOAN. SUPPLIER DELIVERY TICKETNO.ffRUCK NO. MIX NUMBER.AND PROPORTIONS C~MENT WATER FINEAGGREGATE COARSEAGGREGATE ADMIXTURE NELSON & SLOAN 680200 1408 NQIE:.APPUCABLE ASIMSTANDARDS UNLESS OTHERW]SE IND!CATED_-SLUMP· ~.3-90)l·AIB_poNTE_NT· C231-91b· TEMPERATURE· C1064·86193);J;AEffi~ SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS)· 16542 A 7 16542 B 28 16542 C 28 16542 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC3f/-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (L~S.) pN,) 03/16/98 H:).000 6. 00 · 04/06/98 04/06/98 REMARKS: X Cylinders made by PSI representative. Cylind~rs,picked up l;>y PSI X repr,:,sentative. Cylinders made by Architect's or Contractor's representative. Cylinders delivered to·PSI laboratory. CYLINDER COMPRESSIVE .AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK 28.2.7 3930 Cone 4000 Test re,sults comply with applicable· specifications, Test results·do not comply with . applicable specifications. ALL CYLINDERS ·CAPPED I~ ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DEREK ~ETERS0N cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSB,?ill THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200·4 (4)F Respectfully submitted, {J!j:_Jit' DAVID J. 'L: DISTRICT MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTAT~S INC 5600·AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLS?AD, CALIFORNIA CARLSBAD, CA 92008 DATE: March 17, 199·3 OUR Rl;PORT NO.: 059-70202-384 FIELD DATA: LOCATION OF PLACEMENT FOOTINGS @ SCREEN WALL & TRASH ENCLOSURE @ DUPLO VILLAGE PERMIT# 97-3739 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March 09, 1998 02;25 pm 3 March 10, 1998 PSI\CARLOS HERNANDEZ NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT· WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NQIJ;;.AefL[CABLE ASTM STANDABO.$.U.Nl,ESS g'rHERWISE INDIO.AIE~e:..c.14.3~18 CONTENT· C231-91b· TEMPERATURE·_C1064-a6(i3);.CAeell!lG.:...CJ2.31:: SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 16541 A 7 16541 B 28 16541 C 28 16541 D SPECIFICATIONS 28 COMPRESSION TES1 RESULTS ASTM C39-94 TOTAL CYLINDER DATE OF LOAD, DIAMETER TEST (LBS.) (IN.) 03/16/98 71000 6.00 04/06/98 04/06/98 .. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) 28.27 2510 3000 NELSON & SLOAN 682988 522 TYPE OF BREAK Cone REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. Test results comply with applicable specifications. Cylinders made by Architect's or Contracto~s representative. Cylinders delivered to PSI laboratory. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: CARLOS HERNANDEZ cc: LEGOLAND (4), BERNARD BROTH~RS, H.O.K., CITY OF CARLSBAD THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE-ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-<4 (4)F Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND EST-ATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92-008 DATE: March 1 7, 19.98 OUR REPORT NO.: 059-70202-383 FIELD DATA: LOCATION OF PLACEMENT NEW E;NGLAND .HARBOR II .& J;II GRADE SLAB DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, ° F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March 07, 1998 09:30 am · 4 1/2 65 67 Ma:rch 09, · 1999 PSI\DEREK PETERSON NELSON & SLOAN . SUPPLIER DELIVERY TICKET NO.frR\JCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE . . . COMPRESSION TEST RES UL TS ASTMC39-94 NELSON & SLOAN 682691 515 SPECIMEN TEST TOTAL CYLINDER . CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 16539 A 7 03/14/98 16539 B 28 04/04/98 16539 C 28 04/04/98 SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI repre~entat,ve. Cylinders made by Architect's qr Contracto(s representative. LOAD DIAMETER (LBS.)· 49500 Cyliflders pic~ed up.by PSI X representative. (IN.) 6.00 Cylinders delivered to PSI laboratory. AREA STRENGTH (SQ:IN.) (PSI). TYPE OF BREAK 28.27 1750 Cone .. 2500 Test results comply with applicable specifications. Test results do not comply with applic~ble specification~. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DEREK PETERSON cc : LEGO LAND ( 4) , BERNARD BROTHERS,. H. 0, K. , CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLA<;EMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY· PROFESSIONAL SERVICE.INDUSTRIES, INC. PSI A-200-4 (4)F DAVID Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge.:Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 TESTED FOR: DATE: FIELD DATA: REPORT OF CONCRETE COMPRESSION TEST MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92908 March 19, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD,, CALIFORNIA OUR REPORT NO.: 059-70202-388 LOCATION OF PLACEMENT UTILITY PAD COLUMNS DATE PLACED TIME March 11, 1998 01: oo· pm SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS NELSON & SLOAN 683457 SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 3 1/2 82 78 March 12, 1998 PpI\ROLAND ROOT NELSON & SLOAN CEMENT WATER ,FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NQIE:.AeEJ.LCABLE ASJM STANDABQ.~I.ES~__QTtllIBW~EJWIC.AIEQ;.Sl.lJ~ONTENT· C231,91 b· TEMPERATURE· C1064,86/93l· CAPPIN • COMPRESSION TEST RESULTS .ASTM C39-94 · SPECIMEN TEST TOTAL CYUl:IDER CYl:INDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN:): (SO. IN:) (PSI) 16540 A 7 '03/18/98 107000 6.00 28.27 3780 16540 B 28 04/08/98 16540 C 28 04/08/98 16540 D SPECIFICATIONS 28 4000 649 TYPE OF BREAK Cone REMARKS: _K Cylinders made by PSI representative, Cylind_ers picked up by PSI _K r~preseritative. Test results comply with applicable specifications. Cylinders made by Architect's or Contracto(s representative. Cylinders delivered to PSI laboratory. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED ~N AGCORDANCE WITH ASTM C617-94. - TECHNICIAN: .ROLAND ROOT Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTH~RS, H.'0.K., CITY OF CARLSBAD THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMP~ES TESTEQ AND MAY NOT BE INDiCATIVE OF THE ENTIRE C_ONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A,200·4 (4)F Professional Servic ndustries, Inc. ~~£ ,RCE DISTRICT MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATE$ INC 5600 AVE~IDA ENCINAS SUITE 130 CARLSBAD, CA. 92008 March 19, 1998. PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-390 LOCATION OF PLACEMENT NORTH COMPLEX GRADE BEAMS GR.IL LINE K-3 TO 3. 5 PERMIT # 98-'62-3. DATE PLACED TIME March 11, l.998 10:00 am SLUMP, IN. 4 AIR CONTENT, % AIR TEMPERATURE, °F 6 5 CONCRETETEMPERATURE, °F 69 DATE RECEIVED IN LAB March 12, 1998 FIELD DATA SUBMITTED BY PSI\:QEREK PETERSON MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER NELSON & SLOAN DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS 522 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE . . . SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 16536 A 7 16536 B 28 16536 C 28. 16536 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTM C39-94 D.A.'fE OF TOTAL CYLINDER LOAD DIAMETER TEST (LBS.) (IN.) 03/18/98 64000 6.00 04/68/9.8 04/08/9$ '• ·' REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. Cylinders made by Architect's or Contractor's representative. Cylind:,,rs delivered to PSI laboratory. · CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK 28.27 2260 Cone 3000 Test results comply with applicable specificalions. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DEREK PETERSON cc : LEGOLAND ( 4) , .BERNARD BROTHERS, H. 0. K. , CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC; PSI A-200-4 (4)F Respectfully submitted, ~J' Servi Industries, Inc. DAVID J~YAN, RCE DISTRICT MANA ER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CON.CRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE J.30 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008. DATE: March 24., 19·9ff OUR REPORT NO.: 059-70202-411 FIELD DATA: LOCATION OF PLACEMENT HOUSEKEEPING, .PADS @ UTILITY PAD PERMIT# 97-J.456 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F Marcp. 1-4, :i,998 10 :45 am· 4 1/4 68 CONCRETE TEMPERATURE, °F 7 5 DATE RECEIVED IN LAB March 16, J.'998 FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY PSI\CARLOS HERNANDEZ NELSQN ·& SLO.AN SUPPLIER DELIVERY TICKET NOJTRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 684221 522 tlQIE:.heel.lCAB.l.e.ASIM.filAl'I.QhBQ.™~PICATEP·SLUMP· C143,90a· AIB CONTENT· C23MJb· TEMPERATURE· C1Q64,B6(93l· CAPPING· CJ23J-93 COMPRESSIO.N TEST RES UL TS. SPECIMEN TEST DATE OF LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) TEST 16565 A 7 03/21/98 '16565 B 28 04/11/98 16565 C 28 04/11./98 16565 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI represent'1tive. Cylinders made bY, Architect's or Contracto(s representative. · · ASTM C39-94 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN:) 67000 6.00 Cylinders picked up by PSI X representative. Cylinders delivered to PSI laboratory. CYLINDER . COMPRESSIVE AREA STRENGTH ·(SO. IN.) · (PSI) TYPE OF BREAK 28.27 2370 Cone 3000 Test !e~ul_t~ comply with applicable spec1ficallons. Test results do not comply with applicable specifications. ALL CYL'INDERS CAPPED IN .A,,CCORDANCE WITH ASTM C617-94. TECHNICIAN: CARLOS HERNANDEZ cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE; CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A·200,4 (4\F Respectfully submitted, Professi'?nal Service Industries, Inc. 9XJ DAVID• JP:!!;;;- DISTRICT ~:CE Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUI.TE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: March 24, 1998 OUR REPORT NO.: 059-70202-410 FIELD DATA: LOCATION OF PLACEMENT UTILITY PAD FOOTINGS GRID LINES C. 2 -1. 5 PERMIT# 97-1465 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March 13, 1998 08:00 am 4 60 69 Ma:rch 16, 1998 PSI\DEREK PETERSON NELSON~ SLOAN SUPPI.JE:R DELIVERY TICKET NO.ITRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGRl;GATE ADMIXTURE ~OIE.:..AeeLICAB.LE ASIM STANDAR~~ERWJSE INDICATE~UMP· C143·9D3· AIR CONTENT· C231-91b· TEMPEB[i[VRE· C!9.6~(93}" CAPPING· 01231-93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 16564 A 7 16564 B 28 16564 C 28 16564 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 03/20/98 74000 6.00 04/10/98 04/19/98 - CYLINDER COMPRESSIVE AREA STRENGTH (SQ:~N.) (PSI) 28 .. 27 2620 3000 NELSON & SLOAN 688966 522 TYPE OF-BREAK Cone REMARKS: K_ Cylinders made by PSI representative. _ Cylinders picked up by PSI X representative. - Test results comply with applicable specifications. Cylinders made by Architect's or Contracto(s representative. Cylinders delivere_d to-PSI laboratory. Test results do not comply with applicable-specifications. ALL CYLINDERS CAPPED IN A,CCORDANCE WITH ASTM C61 7-94 .. · TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARb BROTHERS, H.O.K., CITY QF CARLS~AD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT, REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 {4)F Respectfully submitted, fii!i:j;: Inc. DISTRICT MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE -COMPRESSION TEST TESTED FOR: MR. DAVID.CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE l30 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: March 24, l9$8 OUR REPORT NO.: 059-7-0202-409 FIELD DATA: LOCATION OF PLACEMENT UTILITY PAR .SLAB GRID LINES B-l ,5 · PERMIT# 97-l465 DATE PLACED March l3, l998 SUPPLIER TIME l0:00 am DELIVERY TICKET NO.rrRUCK NO. SLUMP, IN. 4 MIX NUMBER ANO'PROPOF:fflONS AIR CONTENT, % CEMENT AIR TEMPERATURE, °F 68 WATER CONCRETE TEMPERATURE, °F 7l 'FINE AGGREGATE DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY SPECIMEN LABORATORY IDENTIFICATION March l6, l998 COARSE AGGREGATE PSI\DEREK PETERSON ADMIXTURE NELSON & SLOAN TEST AGE DATE OF COMPRESSION TEST RES UL TS ASTM C39-94- TOTAL CYUNDER rnAD 'DIAMETER ·CYLINDER AREA COMPRESSIVE STRENGTH NELSON 684003 522 & SLOAN NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ. IN,) (PSI) TYPE OF BREAK l6568 A 7 03/20/9$ l6568 B 28 04/l0/98 l6568 C 28 04/l0/9H l6568 D SPECIFICATIONS 28 REMARKS: X Cylinders made cy PSI representative: Cylinders made by Architect's or Contracto(s representative. 84000 Cylinders picked up by PSI ~ representative. 6.00 Cylin·deis delivered to PSI laboratory. 28.27 2970 Cone 3000 Test results comply with applicable specifications. Test results co not comply with a·pplicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH AStM C6l7-94. TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDl(;ATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC. PSI A-200-4 (4)F Respectfully submitted, Professiqnal Service Industries, Inc. ~~-t. Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 TESTED FOR: DATE: FIELD DATA: REPORT -OF CONCRETE COMPRESSION TEST MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 920.08 January 21, 1998 PROJECT:. LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #2 OUR REPORT NO.: 059-70202-203 LOCATION OF PLACEMENT SLAB-ON-G~E AT. TOP OF LOADIN~ DOCK BETWEEN_ LOADING DOCK AND MAINTENANCE BUILDING 'PERMIT# 97-2120 DATE PLACED TIME January 12, 1998 09·: 30 am SUPPLIER DELIVERY TICKET NO.ff_RU_CK NO. MIX NUMBER AND PROPORTIONS NELSON & SLOAN 672858 SLUMP, IN. 2 3/4 AIR CONTENT, % AIR TEMPERATURE, °F 67 . CONCRETE TEMPERATURE, °F 6 9 CEMENT WATER 522 DATE RECEIVED IN LAB ·January 13, .1998 FINE AGGREGATE COARSE AGGREGATE ADMIXTURE FIELD DATA SUBMITTED BY PSI\CARLOS HERNANDEZ MIX DATA SUBMITTED BY SUPPLIER NOTE: Af'J:l.lC8BL!Uirm~BD.~LEliS Qil:!EBW1$.E.illD.I.CAIED_;_$L~Q.i:.8lB..C..Qmlil~2U:W1:IEMeJIBAI.l.IBE· C1064,86C9~)· CAPPING· C12i1=!1 COMPRESSION TEST RESULTS LABORATORY NUMBER ·- 16187 16187 16187 16187 SPECIFICATIONS REMARKS: SPECIMEN TEST IDENTIFICATION AGE DATE OF OR SET NO. (DAYS} TEST A 7 01/19/98 B 28 02/09/98 C 28 .02/09/98 D 28 K Cylinders made by PSI representative. Cylinders made by Architect's or Contractots representative. ASTMC39·94 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 86000 6.00 121500 6.00 121000 . 6.00 Cylinders picked up by PSI X representative. · Cylinders delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (S_O. IN.) (PSI) 1YPE OF BREAK 28 .. 27 3040 Cone 28.27 4300 Cone 28.27 4280 Cone 3000 X Test results comply with applicable specmcations. Test results do not comply with ·applicable specifications. C NFO MS TECHNICIAN: CARLOS HERNANDEZ .Respectfully submitted, cc: LEGOLAND (4), BERNAJU) BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT, REPORTS MAY NOT BE REeRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE·INDUSTRIES, INC. PSI A·200·4 (4)F ~;;??~:C~. DISTRI~~AGE:cf Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 . . REPORT OF PRISM .COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA EN~INAS SUITE 130 CARLSBAD, CA 92008 January 22, 1998 'PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #2 OUR REPORT NO.: 059-70202-204 LOCATION OF PLACEMENT FIRST LIFT OF CMU WALLS @ SOUTH SIDE OF REFUSE BUILDING Permit# 97-z12a DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F MIX TEMPERATURE,° F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER ORSET'NO. (DAYS) 16097 A 7 16097 B 28 16097 C 28 ---- SPECIFICATIONS 28 December 30, 1997 11:00 am 7 1/2 Decell!ber 31, 199.7 PSI\CARLOS HERNANDEZ SUPPLIER SU.PPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FIN.E AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RESIJL TS ASTME447 TOTAL SPECIMEN SPECIMEN DATE OF LOAD DIMENSIONS AREA TEST (LBS.) (IN.) (SQ. IN.) .. 01/06/98 135000 7,80 X 8.70 X 16.00 67.86 01/27/98 145000 8.90 X 7.80 x 16.00 69.42 01/27/98 140000 7.70 X 9.00 x 16.60 69.30 - .. PALOMAR TRANSIT MIX 796364 386201 COMPRESSIVE SJRENGTH (PSI) TYPE OF BREAK 1990 Cone 2090 Cone 2020 Cone 1500 REMARKS: _;K_ Specimens made by PSI representative. Specimens picked up by PSI . X representative. Test results comply with applicable X specifications . Specimens made by Architect's or Contractor's represenlative. Specimens delivered \o PSI laboratory. ~ :~;~~;;NFoRMS TECHNICIAN: CARLOS HERNANDEZ cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSB:AD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE-OF THE ENTIRE. MATERIAL P.LACEMENT. REPORTS MAY NOT BE REP.RODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,,INC. PSI A-200-28 F Respectfully submitted, ~fessio_nal Service Industries, Inc. J~~-~ DAVID J YAN, ~crf/1 DISTRIC MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF GROUT PRISM COMPRESSION TEST TESTED FOR: Leg·ol.and Estates, Inc. DATE: 5600 Avenida Encinas, Suite 130 Carlsbad, CA 92008 Attn: David Cattle 10-Feb-98 PROJECT: Legoland Theme Park Carlsbad, California Permit :ft: 97 -1456 REPORT NO.: 059-70202-205 FIELD DATA LOCATION OF POUR: UTILITY PAD CMU WALLS@ FIRST LIFT DATE POURED: TIME SLUMP, IN. AIR TEMPERATURE, F CONCRETE TEMPERATURE, F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY LAB ·CYLINDER No. NO.: 16227 A 16227 B 16227 C SPECIFICATIONS TEST AGE (DAYS) 7 28 28 28 12-Jan-98 12:00PM 71/2' 14-jan-·98 PSI/CARLOS HERNANDEZ SUPPLIER COMPRESSION TEST RESULTS (USC.STANDARD 21-18) DATE OF TOTAL SAMPLE TEST l:OAD DIMENSIOf\. (LBS) (IN.) 19-Jan-98 10700 3X3X6 09-Feb-98 28700 3X3X6 09,...Feb-98 30000 3X3X6 .. . . REMARKS: 7-DAYBREAK BELOW 70% SPECIFICATION.REQUIREMENT cc: 1 -City of Carlsbad / Pa~ Kelley 1 -Bernards Brothers Construction / Alex Young 1 -H.b.K. / Chris Rooney 4 -Legoland SAMPLE AREA (SO.IN.) 9 9 9 .SUPPLIER PALOMAR TRANSIT MIX DELIVERY TICKET NO. MIX# & PROPORTIONS 386201 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE OBSERVATIONS COMPRESSIVE [Kl Samples made by PSI representative - STRENGTH (PSI) 1190 3190 3330 2000 D Samples made by Others ~ Samples picked up by PSI Representative D Samples delivered to PSI laboratory [R/ Test results comply with applicable specifications. D Test results do not-comply with applicable specifications . TYPE OF FRACTURE, IF OTHER THAN CONICAL ____ _ CONFO MS Respectfully submitted, P~;:;Jj~u&~ Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES J:NC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 32008 February 02, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #2 OUR REPORT NO.: 059-70202-251 LOCATION OF PLACEMENT EXPLORER INSTIT:t)'TE SUNKEN FLOOR AREA ~INE G 3 SET #3 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F PERMIT#-97-3584 January 23, 1998 04: 15 ·pm 3 60 CONCRETE TEMPERATURE, °F 73 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY January 26, 1998 "PSI\DEREK PETERSON SUPPLIER SUPPLIER NELSON & SLOAN DELIVERY TICKET NO.ffRUCK NO. .MIX NUMBER AND PROPORTIONS 522 CEMENT WATE'1 FINE AGGRl;GATE . COARSE AGGREGATE ADMIXTURE NOJE:..AeeLK:.8eLU!ilM..S.IAlli1ABQ.SJ/l'II.ESS OTHERWISE INDiCATED· SLUMP· C143-9Da· AIR CONTENT· C231-91b· TEMPERATURE· C1D_64-86{ll3)' CAPPING· C1231-93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS! 16291 A 7 16291 B 28 16291 C 28 16291 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTM C39-94 TOTAL . CYLINDER DATE OF LOA[) DIAMETER TEST (LBS.) (IN.) O;L/30/98 72000. 6.00 02/20/98 100000 6.00 02/20/98 107000 -6. 00 REMARKS: X Cylinders made by PSI representative. Cylinders pickep up by·PSI X representative. Cylinders made by-Architect's or Contracto(s representative. Cylinders delivered to PSI.laboratory. TECHNICIAN: DEREK PETERSQN CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.)_ (PSI) • TYPE OF BREAK 28.27 2550 Cone 28.27 3540 Cone 28.27 3780 Cone 3000 Test results comply with applicable X specifications. Test results do not comply with applicable sp~cifications. CONFORMS Respectfully submitted, Professi'!nal Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ~lt,~ THESE TEST RESULTS APPLY ONLY TO TH_E SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE Pl:ACEMENT. REPORTS MAY NOT BE RE~RODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200·4 {4)F DISTRI~AGE~t1 - Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF GROUT PRISM COMPRESSION TEST TESTED FOR: Legoland Estates, Inc. 5600 Avenida Encinas, Suite 130 Carlsbad, CA 92008 Attn: David Cattle PROJECT: LegoLand Theme Park Carlsbad, California Permit # 97-2128 DATE: 27-Feb-98 REPORT NO:: 059-70202-254 LOCATION OF POUR: FIELD DATA SECOND LIFE OF SOUTH WALL (QMU)@ REFUSE BUILDING DATE POURED: TIME SLUMP, IN. AIR TEMPERATURE, F CONCRETE TEMPERATURE, F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY LAB CYLINDER No. NO.: 16301 A 16301 B 16301 C SPECIFICATIONS REMARKS: TEST AGE (DAYS) 7 28 28 28 ge-Jan-98 '10:35AM 8" 76 28-Jan-98' PSI/CARLOS HERNANDEZ SUPPLIEH COMPRESSION TEST RESULTS (USC STANDARD 21-'18} DATE OF TOTAL SAMPLE TEST LOAQ DIME:NSIO~ (!:.BS) (IN.) 02..:..Feb-98, 27000 3X3X6 -· 23-Feb-98 31700 3X3X6 23-Feb-"98' 32600 3X3X6 - cc: 1-City of Carlsbad / Pat Kell~y 1 -Bernards Brothers Coristructlon / Alex Young 1 -H.O.K. / Chris Rooney 4 -LegoLa'nd SAMPLE AREA (SQ.IN.) 9 9 9 SUPPLIER PALOMAR TRANSIT MIX DELIVERY TICKET NO. 800338/833 MIX# & PROPORTIONS 386201 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSIVE STRENGTH (PSI) 3000 3520 3620 2000 [I] D ~ D []] D OBSERVATIONS Samples made by PSI representative Samples made by Others Samples picked up by PSI Representative Samples delivered to.PSI laboratory Test results comply with applicable specifications. Test results do not comply with applicable specifications. TYPE OF FRACTURE, IF OTHER THAN CONICAL ____ _ CONFORMS Respectfully submitted, p»;;;JJ~'?dr Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCiNAS. SUITE 130 CARLSBAD, CA 92008 February 13, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #2 OUR REPORT NO.: 959-7'0202-275 LOCATION OF PLACEMENT THRUST BLOCK FROM RISER #W-19 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY January 28, 1998 3 65 71 January 29, 1·998 PSI\DEREK P;ETERSON SUPPLIER SUPPLIER DELIVERY TICKET NO.frRUCK NQ. MIX NUMBER AND PROPORTIONS CEMENT WATER Fl~E AGGREGATE COARSEAGGREGATE ADMIXTURE PREMIXED CONCRETE 3238511 l'I.QIE:.llefLICA8LE ASTM STANDABDS UNLESS OTHEBWJSE INDICATED· SLUMP· CJ43-90a· AIB CONTENT· C231-91 b· TEMPEBAil/BE· Cl 064-86(93)~™ coMPR1;ss10N TEST Rt::SUL ts ASTMC39-94 SPECIMEN TEST TOTAL CYLINDER · LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER NUMBER OR SET NO. (DAYS) TEST (LBS.) .(IN.) 16331 A 7 02/04/98 60000 6.00 16331 B 28 02/25/98: 128000 ·6. 00 16331 C 28 02/25/98 131000 6.00 16331 D .- SPECIFICATIONS 28 REMARKS: _K Cylinders made j:)y PSI representative. Cylinders·picked up by PSI _K representative. Cylinders made by Architect's or Contracto(s representative. Cylinders delivered to PSI labora\ory. TECHNICIAN: DERER; PETERSON C.YLINDER . COMPRESSIVE AREA. STRENGTH (SQ.IN.) (PSI) · TYPE OF BREAK 28.27 2120 Cone 28.27 4530 Cone 28.27 4630 Cone 2000 Test results comply with applicable X specifications. Test results do not comply with ~ , ,s applicable specifications. 'R \ '\t \ oNfO C Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD M~nal Serv'.ce Ind THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE•ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PRQFESSIONAL SE_RVICE·iNDUSTRIES, INC. PSI A-200·4 (4)F DAVID J AN, RC DISTRIC MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE .. COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVEN_IDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA ·92008 DATE: April 09, 1998 REVISION #1 OUR REPORT NO.: 059-70202-472 FIELD DATA: LOCATION OF PLACEMENT SIGN FOOTilllG #1 NORTH LOGO DRIVE DATE PLACED TIME SLUMP, IN. AIR CONTENT,% AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March 31, 1998 05:00 pm 66 April 01, 1998 PSI\DAN RAMAGE '.¼ PREMIXED CONCRETE SUPPLIER. DELIVERY TICKET NO.frRUCK NO. MIX NUMBERAND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE-AGGREGATE ADMIXTURE ~oIE:.AeeLLChll.LE.AfilM.fillll,jQABQ.l;.\,J"Ll;S.$..0.IJ:!J;Bl'YlW~~LJ.!!,lf;.filil:li.9~C.QfilElil: C231-91b· TEMPERAJ:URE:_ C.NM&§1W;_GAPP1lli,;..c.12.ll:ll.a COMPRESSION TEST RESULTS ASTM C39-94 ····- PREMIXED CONCRETE 226783 3032500 SPECIMEN TEST I TOTAL CYLINDER CYLINDER COMPRESSIVE ' LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) - 16689 A 7 04/07/98 83000 6.00 16689 B 28 04/28/98 111000 6.00 16689 C ;28 04/28./98 116000 6.00 - SPECIFICATIONS 28 REMARKS: -~ Cylinders made by PSI representative. Cylinders· picked up by PSI -~-representative. Cylinders made by Architect's or Contracto(s representative. Cylinders delivered to PSI laboratory. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM TECHNICIAN: DAN RAMAGE AREA STRENGTH "' (SQ. IN.) (PSI) TYPE OF BREAK 28.27 2940 Cone 28.2.7 3930 Cone 28.27 4100 Cone ------- 3000 Test results comply with applicable .X specific_ations. Test results do not comply with C617::CONFORMS Respectfully submitted, Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BjWTHERS, ;H,O .. K., CITY OF CARLSBAD ~{,~ THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSl9N BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DISTRI;~AGE:ci:1' Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE_ LEGOLAND ESTATES.INC 5600 AVENtDA ENCINAS SUITE 130 PROJ!=CT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: M9-y 05, 1998 OUR REPORT NO.: 059-70202-546 FIELD DATA: LOCATION OF PLACEMENT SUBSTA.TION 9+10 SLAB·-ON-GRADE & FOOrr'INGS 20' FROM WEST SLAB-ON-GRADE DATE PLACED TIME April 20, 1998 94:50 pm SUPPLIER DELIVERYTICKET NO.ffRUCK NO. PREMIXED CONCRETE 232242 SLUMP, IN. 4 3/4 AIR CONTENT, % AIR TEMPERATURE, °F 68. CONCRETE TEMPERATURE, °F 80 DATE RECEIVED IN LAB April 21, 1998 FIELD DATA SUBMITTED BY PSI\ROLAND ~OOT MIX DATA SUBMITTED BY PREMIXED CONCRETE MIX. NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COAR$E AGGREGATE ADMIXTURE NOTE~l:l:LI.CM!LEASIM..SIANOABJl.l'1.U~LES.$...9JJ:!EBWLSJ;.lliDlCAIED.:.SJ.l.!M~QJ1:.Al8 CQN):ENI· c231,91b· IEMPEBAIURE· C1064-86(1l:l)~· ----- SPECIMEN TEST LABORATORY IDENTIFICATION · AGE NUMBER OR SET NO. (DAYS) 16795 A 7 16795 B 28 16795 C 28 16795 D j .. ---·-. --·---·-----~--- SPECIFICATIONS 28 .. COMPRESSION TEST RESULTS ASTM C39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER T~l;lT (LBS:) (IN.) 04/27/98 89000 6.00 05/18/98 05/l8/98 I I CYLINDER COMPRESSIVE AREA STRENGTH (SO.·IN.) (PSI) 28.27 3150 3000 3032500 TYPE OF BREAK Cone REMARKS: ~ Cylinders made by PSI representative. Cylinders.picked up by PSI -~ representative. Test results comply with applicable specifications. Cylinders made by Architect's or . Contracto(s representative._ _ Cylinders delivered.to PSI laboratory. Test results-do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: ROLAND .ROOT cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. ., PSI A-200-4 (4)F Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 TESTED FOR: DATE: FIELD DATA: REPORi OF CONCRETE COMPRESSION TEST MR. DAVID CATTLE LEGOLAND ESTATES.INC 56.00 AVENIDA, ENCINAS SUITE 130 CARLSBAD, CA 92008 May 05, 1998. PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-545 LOCATIONOFPLACEMENT SUBSTATION 9+10 BLAB-ON-GRADE & FOOTINGS SLAB-ON-GRADE 20' WEST DATE PLACED TIME April 20, 1998 ·03 :45 pm SUPPLIER DELIVERY TICKl;T NO./TRUCK NO. MIX NUMBER AND PROPORTIONS PREMIXED CONCRETE 238802 SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 5 1/2 70 82 April 21, 1998 PSI\ROLAND ROOT PREMIXED CONCRETE CEMENT WATER FINE AGGREGATE CdARSE AGGREGATE ADMIXTURE NOTl::.heeJ.IC.ABLE.ASIM$IANOABD.S.,IJ.Nl..1'.S.S P-T.1:!Efil'lll.S.EJ~DlCATI;p_;__l;J .. IJMe"-.GHJ·~0R;..AIR.9-Qlfil:J~I..C2.~_BAil/Bl;;__C10.6.B!lli.~;_C/!,eeil'IG.;.CJ.2~~ COMPRESSION TEST RESULTS ASTM C39-94 --------' SPECIMEN· TEST TOTAL CYLINDER CYLINDER COMP.RESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH 3032500 .,1 NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN.) (PSI) TYPE OF BREAK 16796 A 7 04/27/98 101000 6.00 16796 B 28 05/18/98 16796 C 28 05/18/98 16796 D I I I I ! -· ---------·-· ----------, .... _________ j ----------- s PECIFICATIONS 28 ------------------ REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto~s representative. Cylinders picked up by· PSI ~ representative. Cylin_ders delivered to PSI laboratory. 28.27 3570 Cone 3000 Test-results comply with applicable specifications. Test results do not comply with applicable specifications. ALL CYLI:f.'l'DERS CAPPED IN ACCORDANCE WITH ASTM C617-94. ·- TECHNICIAN: ROLAND ROOT cc: LEGOLAND (4), BERN~D BROTHERS, H.O.K., CI~Y OF CARLSBAD Respectfully submitted, <;;!5;:ial Service Industries, Inc. DAVID-( 1:~ DISTRI~~~ THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MA Y·NOT BE INDICATIVE OF·THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFE;lSIONAL SERVICE INDUST,RIES, INC. PSI A-200-4 (4)F Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES·INC 5600 AVENIDA ENClNAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 920'08 DATE: May OS, 1998 OUR REPORT NO.: 059-70202-549 ==============-=·--c:..:·-::.:·-::..:· =···-==-=============--···.:.:.:...::_:::_::::.·.·:.: ::.:.::.:_ ... :::._;:: . .:: :__ FIELD DATA: LOCATION OF PLACEMENT SUB STATION 5&6 SLAB & FOOTINGS. #1 PERMIT# 97,-3286 DATE PLACED April 22, 1998 SUPPLIER TIME 12:00 pm DELIVERY TICKET NO.ITRUCK NO. SLUMP, IN. 5 MIX NUMBER AND PROPORTIONS AIR CONTENT, % CEMENT AIR TEMPERATURE, °F 60 WATER CONCRETE TEMPERATURE, °F 80 FINE AGGREGATE DATE RECEIVED IN LAB April 23, 1998 COARSE AGGREGATE FIELD DATA SUBMITTED BY PSI\DEREK PETERSON ADMIXTURE MIX DATA SUBMITTED BY PREMIXED CONCRETE NDJE:.AffLIC.ABJ.f.A:OIM.S.IANDABD.SJJl!IJ.ell.S o.r1:1eB.WLS.eJNOJ.Q.AIED;.S.lUMe:..G1.4).:ll.Qlt.AIR.C.QfilllliI:.l:231 ·91 b· TEMPERATI/RE· C1 p64-86(93\· CAPPJN.G.· COMPRESSION TEST RES UL TS ASTMC39-94 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION .AGE DATE OF LOAD DIAMETER AREA STRENGTH PREMIXED CONCRETE 3032500 ,,.,, NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ. IN.) (PSI) TYPE OF BREAK 16851 A 7 04/2$)/98 16851 B 28 05/20/98 16851 C 28 05/20/9$ 16851 D -I --~ ----· ----·-·-------__ l _ ... SPECIFICATIONS 28 REMARKS: :ic_ Cylinders made by PSI representative. Cylinders mad'\' by Architect's of Contracto(s representative. 88000 Cylinders picked up by PSI -~-representative. 6.00 Cylinders delivered to PSI laboratory. 28 .27 3110 Cone 3000 Test results comply with applicable specifications. Test results do not comply with applicat,le specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE Te ST RES UL TS APPL y ONL y TO THe SPeCIFIC SAMPLES TESTED AND MAY· NOT BE'lNDICATIVe OF THE eNTIRE CONCRETe PLACEMENT. REPORTS MAY NOT Be RePRODUCED. ExcePT IN FULL. WITHOUT WRITTEN eERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC. PSI A-200-4 (4)F Respectfully submitted, . Profea.e,vice Industries, Inc. 8!::?'f/l~ DISTRICT MANAGER Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEG;OLAND.E$TATES.INC 5600 AVENIDA ENCIN~S SU:):TE 130 CARLSBAD, CA 92008 D~:!:~_:_ ______________ May_ 05 f. 1998 ______ _ FIELD DATA: PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-548 -------··.:-·:..:-=-=-================:..::..::::::..:::::·=--::.:-=-:.:--=--=· =- LOCATION OF PLACEMENT SUBSTATION 5+6 SLAB & FOOTHfGS #2 PERMIT.# 97-32"86 -------,_ -.. DATE PLACED TIME SLUMP, IN. April 22, 1998 04: 00 pm 4 SUPPLIER DELiVERY TICKET NOJFRUCK NO. MIX NUMBER AND PROPO,RTIONS PREMIXED CONCRETE 3032500 AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 6-1 77 April 23, 1998 PSI\DEREK PETERSO;N PREMIXED CONCRETE. CEMENT WATER FINE: AGGREGATE COARSE AGGREGATE ADMIXTURE NOJJ::.AeELlCA6Ll;AS.IM..SIAND118.D.ll.!J.NLES.ll_Oil:lE8.VYJ.Sfilli01CATJ:O.:..Sl.l.l.Me:..G14k.9.Qa:.AIB CONTEtf[··C23)·91~· TEMPERATURE: C1064-66{93)· CAP~ COMl?RESSION TEST RESUl,:.TS ASTM C39-94 --·------------· SPECIMEN TES_T LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 16852 A 7· 04/29/98 16852 B 28 05/20/98 16852 C 28 05/20/98 16852 D .. ----------------~---- s PECIFICATIONS 28 ---· --------·---· -·-- REMARKS: X_ Cylinders made by PSI representative. Cylinders made by Architect's or Contractofs representative, TOTAL . CYLINDER LOAD DIAMETER (LBS.) (IN.) 83000 6.0Q Cyliriders picked up by PSI X representative. Cylinaers d~livered to PSI laboratory. CYLINDER COMPRESSIVE ' AREA STRENGTH (SO. IN,) (PSI) TYPE OF BREAK 28.27 2940 Cone 30Q0 Test results comply with applicable specifications. Test results do not comply with applicable specifications. ,, - ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DEREK P~TERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.+<:., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PJ;:RMISSION BY PROFESSIONAL SERVICE INDUSTRIES, !NC. PSI A-200-4 (4)F Respectfully submitted, <;;JJ3:la/ Service I DAVID J~, DISTRICT MANAGER Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 Page_1_of_J_ INSPECTION REPORT CLIENT_...,.)_.C::: ..... fr=-q.....,Q""'--__ _ DAT ...... E __ ;;>...._-__,,-~ ...... (_-_:7.._<Z°=--- Architect ___ . _..._l:±_ . ..,.,.Oe-,'-==---=5".::;;..-_ ..L..::~::::...,-........... o""-· ----=b=---- Engineer __ -=-wl-'--'c.;;;.*-=-12..=Tt=--=t...u....,,·· =-:P".&..,J)~.c..::C.,::;;...:..A-=,__-----· _____ _ Contractor. __ :R--"-'-...... ~==-·--Y\-=-IOr'...:...,,,j2_d........._~....._Jsj ___ ~_,,O:::c... '>=-i.1---'-- INSPECTION . MA T'L SAMPLING QTY -OSHPD / Concrete Cylinders _:,L _osA ____ Cement _specialty _ Mortar Samples -- _Mechanical _ Grout Samples --- _Electrical _· Masonry Prisms · ~oofing _ Masonry-Block -- _concrete. _ Fireproofing -- _Masonry _ Units (block or brick) --___ struct Steel _. __ Asphalt Concrete --- _ Prestress Cone _Roofing -- _Pile Driving . _ Reinf. Steel -- _ Fireproofing _.Steel -- _waterproofing _H.S.Bolts -- _Non-Destructive __ Tendon (PT Strands) -- _Soils Technician __ Other -- _ Batch Plant _ Other -- _ Bolt Pull-Out -_Other -- PROJECT(Name).~U=_~.Gz=......nu.6_~.,___,,d=---__ (Address) _________ ~ cl-f1L1s~ M ~a. · REPORT NQ, ____ z .... oc..,z_.=..-ao-:::2-==----~ ...... ~ '--=--{:_~ Building Permit No. ____ q~7_-__a...l..,.'{""'.'2'"'-=0,_ ____ -__ _ Plan File No,---------------- Govt. Contract No.-------~----""---- OSA or OSHP~1_ Other Ot2.'H:-1Z. MATERIAL DESCRIPTION INSPECTION CHECKIJST ..L'Rinf.: Rebar JJst:11:1. ~t.r _ Plan & Specs \ . , _. __ Rinf.: W.W:F. _ Clearances _ Rinf.: T~ndons _ Positions ..L Cone.: Mix #/psi ZPI~fa ~ Sizes ___ Cone.: Mix #/psi . _ _ _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi - _ Grout: Mix #/psi . _ Consolidation .. _ Mortar: Type/psi _ Mortar Batching ._ Units: Block _ Electrode Storage · ___ Units: Brick _ Torque Applied _·Steel .. __ 1-i.s. Bolts __ Metal Decking .. _ Electrodes ___ Fireproofing _ .. __ -Other _ Corrective action required __ -. ____ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. - INSPECTOR NAME J)aY\~ ¥}-yvt_ A,-q Q ~"""'""'; 8' INSPECTORSIGNATURE~ ~Q PSI-B-900-170(2) D CERT. NO. --:fcBD=t{. 3£39~ . • I DATE ___ -_;?-..-...,...:?'-+1---~_,_-_...__ _____ _ Page_1_of_f · INSPECTION REPORT CLIENT __ (_e-=Ca,~t, ___ _ DATE_,_;$=-. -_3"'"!,_'_4..._<2 ____ ----'- Engineer M~~;~ S:~..U-0 Contractor. --r :i3 ?~Y' "'' ~ . y' INSPECTION MAT'L SAMPLING _OSHPD ..Lcoricrete Cylinders _OSA _. _. _ Cement __ Specialty __ .Mortar Samples __ Mechanical __ Grout Samples --Electrical ·-·. _Masonry Prisms __ Roofing __ Masonry Block Vconcrete __ Fireproofing __ Masonry __ Units (block or brick) __ struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing __ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel __ waterproofing __ H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other __ Batch Plant __ Other __ Bolt Pull-Out __ Other REMARKS Jr -·- -- -- -- ---- .. --· --· -- -- -- PROJECT (Name) n<: 6 A:-,"'LJ.~ (Address) . . . &(SB~ (1__ REPORT N0,_.;.._ __ 7...::0::...!!2.:::::0~. _.,:z._..._-----!,L;/4_,:;;fV;.__·_ Building Permit No. --~---'q,_·_7_ .. --"3"'--=,==-3"'--''}._ ___ _ Plan File No, ______________ __ Govt. Contract No.--------'--------- OSA or OSHPD #---------,------- Other __ -'-----------'------------- MATERIAL DESCRIPTION ~SPECTION CHECKLIST _L Rinf.: Rebar A-St~ l.\-i.?i~ _ Plan & Specs . _ Rinf.: W.W:F. ~learances _ Rinf.: Tendons .,./positions ./" Cone.: Mix #/psi".5:Z.1/3C:.Q¢. ~-_Sizes _. Cone.: Mix #/psi · _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi. _ Mortar Batching _. _ Units: Block _ Electrode Storage _ Units: Brick _. Torque Applied _Steel _. _ H.S. Bolts _ Metal. Decking _ Electrodes _ Fireproofing _. Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, ali of the .reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected ~mly and does not constitute engineering opin- ion or project control. -::j ~ CERT. NO £Cl3Q 35°3 c,o.::f 3s1 DATE __ __,_.,{!....-_'3~fL.,_-____,!cr:gc.=:-____ _ Page_1_of J_ INSPECTION REPORT CLIENT i-ar::,o L&-&1'Q _ DATE 3~3o-f ZS PROJECT (Name) t1&0 LA&l> (Address) C&,u.s aeo &, REPORT NO. 12$9-iQ~Q ~ -tf-S-/ Architect ___________ ---'----------Building Permit No. _..:;,.;(.).-=-~c.;.L..----------- Plan FileNo,---------~------ Engineer-----------------------Govt. Contract No. _____________ ....;..,._ OSA or OSHPD #~------------- Contractor. Y~s Other nt?<r Seiz.vu. u:s INSPECTION MAT'L SAMPLING QTY MATERfAL DESCRIPTION INSPECTION CHECKLIST -OSHPD ___ Concrete Cylinders --__ Rinf.: Rebar . .:<' Plan & Specs -OSA __ Cement --___ Rinf.: W.W.F. _ Clearantes ..X..Specialty __ Mortar Samples ------. ___ Ririf.: Tendons _ Positions -- __ Mechanical __ Grout Samples --__ Cone.: Mix #/psi _Sizes __ Electrical --. Masonry Prisms --__ Cone.: Mix #/psi _Laps __ Roofing _ .. _. Masonry Block __ Cone.: Mix #/psi _ Future Continuity #/psi __ concrete ___ -Fireproofing --__ Grout: Mix #/psi _ Con~olidation __ Masonry __ Units (block or brick) --__ Mortar: Type/psi _ Mortar Batching __ struct Steel __ Asphalt Concrete --__ .Units: Block _ Electrode Storage __ Prestress Cone _-_Roofing _. _ Units: Brick _ Torque Applied __ Pile Driving .-. _ Reinf. Steel __ Steel - __ Fireproofing __ Steel --__ H.S. Bolts __ Waterproofing __ H.$. Bolts --__ Metal Decking __ Non-Destructive ___ Tendon (PT Strands) --__ Electrodes __ Soils Technician _-_Other --__ Fireproofing __ Batch Plant __ Other ----X Other H'rD/2.osr:s.z::-~ _ Corrective action required"'y"'"' __ Bolt Pull-Out ___ Other --7""E!'!::117t1l.'°'. 2!:.. Corrections completed · REMARKS De-Pl:; CERTIFICATION OF COMPLIANCE: To the best of our knowledge; all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes:This report covers the ·1ocations of the work inspected only and does not c~mstitute engineering opin- ion or project control. 1NsPEcroR NAME YBlt-SX ? P~cvv - . ''"""'""' . ~ INSPECTORSIGNATURl:?72 4 # _ ?~ PSl-8-900-170(2) CERT. NO·-----,----------------- DATE ~~'30-'j 5. Page_1_of -1... INSPECTION REPORT CLIENT L&o lA-Ni::> DATE Y-~-9"2, Architect ______ .;__ _ __. _________ _ Engineer A.:oLn;- Contractor. i3ef)(..lv· "'4t2-l">S INSPECTION _OSHPD _OSA 2:!C.Specialty __ Mechanical __ Electrical __ Roofing __ Concrete __ Masonry __ Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out REMARKS MAT'!-SAMPLING -:-Concrete Cylinders __ Cement -.-. Mortar Samples __ Grout Samples ___ ·Masonry Prisms . __ Masonry Block __ . Fireproofing __ Units (block or brick) __ Asphalt Concrete ___ Roofing _._ Reinf. Steel __ Steel ·-. _ H.S. Bolts __ Tendon (PT Strands) -__ Other __ Other __ Other ~ (' C ·CJIC. J:>I 6-C1·• OTY ---- -- -·-- -- -- -- -- -·- -- -- ------ --· -·-- PROJECT (Name) Ll;z,o , &r-d> (Address) C4&L:S a 14D CU, REPORT NO. ~S -7,n . ..:rz... -ftc/1? Building Permit No. -/4}.;;.,;~="------------- Plan File No,.---------------- Govt. Contract No.-------------;......- OSA or OSHPD #--'-------'-------- Other F,',L.(.r ,,.JJ4 m..J"'- MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar. . ~ Plari & Specs o'?.<,, <;, s _Rinf.: W.W.F. _ Clearances .. __ Rinf.: Tendons _ Positions __ Cone;.: Mix #/psi _Sizes --. Cone;.: Mix #/psi _Laps __ Cone.: Mix#/psi _ Future.Continuity #/psi _ __ Grout: Mix #/psi _ Consolidation _·_ Mortar: Type/psi -. Mortar Batching __ Units: l3lock · _ Electrode Storage __ Units: Brick . _ Torque Applied ___ Steel __ H.S. Bolts __ Metal Decking __ Electrodes __ Fireproofing ~ Other6 I(.<;; !.di!:=t.!il~ _. _ Corrective acti~n ·required __ 2.vc. PIP(£.. _·_Corrections completed· I;,'' PY<:- '$ i?l:"'t'. f F:/C '4 T"Z 0Mc S: .,. c; (F:G r, c::> IA,) -. D '2.. Cc;; fu S , CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all 9f the reported work, unless otherwise noted, substantially complies with approved·plans, specifications and applicaple sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME l?<nz SU '? j;> <.•CUD?. ~;.27'-' CERT. NO,...c..··---,---------------- (Print Clearty) _ A . INSPECTORSIGNATURE~ J:? >~ DATE :1/-'$-f{i PSI-B-900·170(2) Page_1_of_/_ INSPECTION REPORT CLIENT t,, G"t2 o < AN t> DATE __ '-1.,__·=2-·~9~:&---"------ Architect _______ -'-'----'--------- Engineer N , ? te-1:IL : INSPECTION MAT'LSAMPLING QTY _OSHPD __ Concrete Cylinders --__ OSA __ Cement -- ..k:'.:.. Specialty __ Mortar Samples --__ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms -.--__ Roofing _. __ Masonry Block -.-__ Concrete __ Fireproofing --__ Masonry __ Units {block or brick) --__ Struct Steel -: _ Asphalt Concrete --- __ Prestress Cone ___ Roofing --__ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel --·- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive _. _Tendon (PT Strands) -- __ Soils Technician __ Other --__ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS PROJECT (Name) L (.npo LA r-d) (Address) C¥I Ufi 8 lA p. CM : . REPORTNO. QS9·7az-Q::Z, --¾t.3/l Btiilding Permit No. -.a.IV=-,,,,&._....'-. _________________ _ Plan File No, ______________ .;_. _______ _ Govt. Contract No. --~--'-'----------e--- OSA or OSHPD #-------'---------------'- Other · FilLt£ S U-,Z...V('-0 T&"S '11 & { a MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar __ Plan & Specs -Rinf.: w:W.F. __ . Clearances __ Rinf.: Tendons __ Positions ___ Cone.: Mix #/psi -__ Sizes __ Cone.: Mix ·#/psi _Laps ___ Cone.: Mix #/psi ___ Future Continuity #/psi · __ Grout: Mix #/psi .. __ Consolidation __ Mortar: Type/psi __ Mortar Batching __ Units: Block .. _ Electrode Storage __ U11its: Brick __ Torque Applied __ Steel - _H.S.Bolts __ Metal Decking ___ Electrodes ___ Fireproofing ~Other F-L'-'<S 'H-1 t!!-!. <., __ Corrective action required __ ___ Corrections completed - Ft~LS:- se:,u..,,ca: A:;tZ--,:e-,::,· 41.·poe- <2f-u,; d:"? or- IA../ t??lltffwl Nor ~ l/ ,S-P-et-SC.l-/ <ST.:>\,A L t.,1:).. CERTIFICATION OF COMPLIANCE: To the best 9f our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work.inspected.only and does not constitute engineering opin- ion or project control. INSPECTOR NAME V~L ? ? e::rc.m:-s 1.::n,u CERT. NO. ________________ _ ~rtnt~ 0 \ INSPECTOR SIGNATURE V,......../1 1 < ~-DATE __ L/_·_Z_-_?_8 ___________ _ PSI-B-900-170(2) Page_1_of _1 INSPECTION REPORT CLIENT Le:::fuo LA11./P DATE __ ':(.._-~/--_~-,_%,.__ ____ _ Architect-------------------'---- Engineer &'¢< 71£ Contractor. :a,:f"1%A.,· A::,(.J:>s INSPECTION _QSHPD _OSA ..2S-Specialty __ Mechanical __ Electrical __ Roofing __ Concrete __ Masonry __ Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out MAT'LSAMPLING __ Concrete Cylinders __ Cement __ Mortar Samples __ Grout Samples __ Masonry Prisms __ Masonry Block · -.-Fireproofing __ Units (block or brick) __ Asphalt Concrete __ Roofing __ Reinf. Steel __ Steel __ H.S. Bolts __ Tendon (PT Strands) __ Other __ Other ___ Other REMARKS -,e &:,,<..;5z:x.c.«: 71 Ot!Y 4Z &u?- @,f4 f ,v -QTY -- -- -- -·--- -------- -·- ---- ---- PROJECT (Name) t<{(;,o 4,4N i> (Address) ('A.LL$ :aei I> CA. REPORT NO. Building Permit No._~_A __________ _ Plan File No·---------------- Govt. Contract No.--------------- OSA or OSHPD #------------~ Other r:, f2--i£ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rint:: Rebar _ Plan & Specs -. Rinf:: W.W.F. _ Clearances __ Rinf.: Tendons _._ Positions __ Cone.: Mix #/psi _Sizes __ Cone.: Mix #/psi -_Laps -. __ -. Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi -. Mortar Batching __ . Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel· _. _ H.S. Bolts __ Metc'll Decking __ Electrodes _. _ Fireproofing __ Other _ Corrective action required __ _ Corrections completed FleYsHtrvC, Wl4S I CERTIFICATION OF COMPLIANCE: To the best of o.ur knowledge, all of the reportedwork, unless otherwise noted, substantially complies with approved plans. specifications and applicable sections-of. the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAMF ~'7'-p . V87:UZLSOIY CERT. NO·------------~----- · (Print Glearty) \ INSPECTOR SIGNATURE ~ ...A.. -? ~ ,J'>: DATE L/-1-9 g PSI-B-900-170(2) C .,.~• Geotechnical . l .., Envkanmental ~~• ,,.Construction Consulting • Engineering • Testing REP-ORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID.CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE J.30 PROJECT: LEGOLA:Nl) THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 REVISION #J. DATE: March J.9, J.998 OUR REPORT NO.: 059-70202-388 FIELD DATA: LOCATION OF PLACEMENT UTILITY PAD COLUMNS DATE PLACED TIME SLUMP, IN. AIR CONTENT, % March J.i, J.998 0J.:00 pm 3 J./2 82 78 AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB March J.2, J.998 l?.SI\ROLAND :ROOT . NELSON & SLOAN FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY SUPPLIER DELIVERY TICKET NO.fTRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 683457 649 NOTE· APPLICABLE ASTM STANOA~ru...Qil:!EJlWJ.s.e..tNOJQllil);..SL_~.Oa; AIB CONTENT· C231-9Jb· TEMPERATURE· 01064·86~)· CAPPING· C123J~ SPECIMEN_ TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) J.6540 A 7 J.6540 B 28 16540 C 28 J.6540 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTM C39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 03/J.'8/98 J,07000 6.00 04/08/98 J.3J.00O 6.00 04/08/98 J.42000 6.60 REMARKS: X Cylinders made by PSI representative. · Cylinders picked up by PSI X representative. CYLINDER COMPRESSIVE AREA STRENGTH _(SQ.IN.) (PSI) TYPE OF BREAK 28.27 3780 Cone 28.27 4630 Cone 28.27 5020 Cone 4000 Cylinders made by Architect's or Contractor's representative. Test results do not com I Cylinders delivered to PSI laboratory. applicable specifi ALL CYLINDERS CAPPED IN ACCORDANCE WITH.ASco~f- TECHNICIAN: ROLAND ROOT cc: LEGOLAND (4), BERNARD BROTHERS, H.G •. K., CI.TY OF CARLSBAD THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL $ERVICE INDUSTRIES, INC. Respectfully submitted, Professional Service Industries, Inc. ~~.~ DISTRIC~AGE;c~ PSI A-200·4 (4)F Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E' • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · t ':':.-J Environmettfal . .,..,,. Geotet:hn1cal lfiiiiR. ., Construction Consulting • Engineering • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA ~2008 March 19, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-387 LOCATION OF PLACEMENT NORTH COMPLEX CLUMN .FOOTNGS & PILASTERS GRID LINE H-5 PERMIT# 98-623 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March 11, 1.998 12:30 pm 4 60 70 March 12, 1998 PSI\DEREK PETERSON NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.rrRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE AbMIXTURE tiOJE: APPLICABLE ASTM STANO.ABQ™™..Qil:IEBWI.SElliD.!RAIEQ:.S1.JJMP:J43-9ba· AIB CONTENT: C231-91.b" T~MPERATUBE: C1D64-86/93)· CAPPJNG· c COMPRESSION TEST RES UL TS ASTMC39·94 NELSON & SLOAN 683459 522 SPECIMEN TEST-TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE-OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LB~.) (IN.) (SQ. IN.) (PSI) TYPE OF BREAK 16535 A 7 03/18/98 68000 6.00 28.27 2410 Cone 1.6535 B 28 04/08/98 10.1.000 .6.00 28.27 3570 Cone 16535 C 28 04/08/98 97000 6.00 28 . .27 3430 Cone 1.6535 D SPECIFICATIONS 28 3000 REMARKS: X Cylinders made by PSI representative. Cylinders picked up.by PSI X representative. Test results comply with applicable X . specifications. Cylinders made by Architect's or Contractor's representative. Cylinders deliver~d to PSI laboratory. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN.PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A·200·4 (4)F Respectfully submitted, ;J;;::l_ervice Industries'. Inc. DAVID J./ !: a':f-, DISTRIC~GER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 . l ":': :.2 En~tm . ,,.,..,,. Geotechn1cal · !:Ji=::. ., Construction Consulting • Engine~ring • Testing REPORT OF GROUT COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 March 17, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-386 LOCATION OF PLACEMENT LOWER SECTION OF CMU SITE WALL·@ SOUTH SIDE OF THE GARDEN -50' OF LONG WALL FROM WEST END & 20' OF SMALL WALL FOR EAST END DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F GROUTTEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY SPECIMEN LABORATORY IDENTIFICATION NUMBER OR SET NO. 16512 A 16512 B 16512 C -· SPECIFICATIONS March 06, 1998 12:00 pm 8 62 March 09, 1998 PSI\CARLOS HERNANDEZ PALOMAR TRANSIT MIX SUPPLIER PROPORTIONS Cf;MENT WATER FINE AGGREGATE ADMIXTURE COMPRESSION TEST RES UL TS ASTM C109-93 TEST TOTAL CUBE CUBE AGE DATE OF LOAD SIZE AREA (DAYS) TEST (LBS.)_ (IN.) (SQ.IN.) 7 03/13/98 32500 3 ._00 X 3.00 9.00 28 04/03/98 38200 3.00 X 3.00 9.00 28 04/03/98 41000 3.00 X 3.00 9.00 28 PALOMAR TRANSIT MIX COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 3610 Cone 4240 Cone 4560 Cone 2000 REMARKS: X Cubes made by PSI representative. X Cubes picked up by PSI representative. Test results comply with applicable X specifications. Cubes made by Architect's or Contractors representative. Cubes deliverea to PSI laboratory. TECHNICIAN: CARLOS HERNANDEZ Test results do not comply with ~ I\:~ ·;;f Q\('"'~ C Respectfully Submitted, Professional Service Industries, Inc. cc: LEGOLAND ( 4) , BERNARD BROTHERS, H .. 0. K. , CITY OF CARLSBAD ~~-~ THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE MA TERI AL PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-31 F DAVID J. AN, RC DISTRIC AGER v Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E •-San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTL~ LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 March 17, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.:_ 059-702·02-385 LOCATION OF PLACEMENT ELECTRICAL DUCT .BANK under footings SUPPLIER DATE PLACED TIME SLUMP, IN. March 09, 19.98 02:00 pm 7 DELIVE;RY TICKET NO.frRUCK.NO. MIX NUMBER AND PROPORTIONS NELSON & SLOAN 680200 1408 AIR CONTENT, % 60 CEMENT WATER AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB 65 FINE AGGREGATI;: FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March. 10, 1998 PSI\DEREK PETERSON NELSON & SLOAN COARSE AGGREGATE ADMIXTURE NOJ.E:.AeeLlCAEI.LE ASJM STANDARDS UNLESS OTHEBWIS.E.illPlCAIEP:.SI.UMe:.cliMOa: AIR CONTENT" C231-91b' TEMPERATURE··C1~64·86(93)' CAPPl"/9' C1231-93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 16542 A 7 16542 B 28 16542 C 28 16542 D SPECIFICATIONS 28 - COMPRESSION TEST RES UL TS ASTMC39-94 DATE OF TOTAL CYLINDER LOAD DIAMETER TEST (LBS.) (IN.) 03/16)98 111000 6.00 04/06/98 150000 6.0b 04/06/98 13'8000 6.00 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. Cylinders made by Architect's or Contractors representative. Cylinders delivered ta PSI laboratory. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM TECHNICIAN: DEREK PETERSON CYLINDER COMPRESSIVE AREA STRENGTH. (SQ. IN,) (PSI) TYPE OF BREAK .. 28.27 3930 Cone 28.27. 5310 Cone 28.:p 4880 Cone 4000 Test results comply with' applicable X · specifications. Test results do not comply with applicable specifications. C617-94. ORMS CON f;espectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K.; CITY OF CARLSBAD Sii??:c~c. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DISTRI~~AGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 . l ... .,,.-1 ~ta/ . .,..,,,. Geotechn,cal •-., Construction Consulting • Engineering • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA DATE: FIELD DATA: CARLSBAD, CA 92 o.o 8 March 17, ·1999 REVISION #1 OUR REPORT NO.: 059-70202-384 LOCATION OF PLACEMENT FOOTINGS @ SCREEN WALL & TRASH ENCLOSURE @ DUPLO VILLAGE PERMIT# 97-3739 DATE PLACED TIME March 09, ;1.998- 02: 25 pm SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS NELSON & SLOAN 682988 SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 3 March 10, 1998 PSI\CARLOS HERNANDEZ NELSON & SLOAN CEMENT WATER FINE AGGREGATE COAR~E AGGREGATE ADMIXTURE NOTE· APPLICABLE ASTM STANDARD™Efill..Qill~ INPICATED· SWMP: C1&J!ll•: AIR qoNTENT' C231·91b' TEMPERATURE· C1064-86(93l; CAPPIN.G· C1231-93 COMPRESSION TEST RES UL TS ASTM C.39-94 SPECIMEN TEST I TOTAL CYLINDER CY.LINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE · DATE OF LOAD DIAMETER AREA STRENGTH 522 NUMBER OR SET NO. (DAYS) TEST (LBS:) (IN.) (SQ. IN.) (PSI) TYPE OF BREAK 16541 16541 16541 16541 SPECIFICATIONS REMARKS: A 7 03/16/98 B 28 04/06/98 C 28 04/06/98 D 28 -~ Cylinders made by PSI representative. Cylinders made by Architect's or Contracto(s representative. 7;1..000 6.00 97000 6.00 102000 6.00 Cylinders picked up by PSI X. representative. · Cylinders delivered to PSI laboralofY. 28.27 2510 Cone 28.2'7 3430 Cone · 28 .27 3610 Cone X 3000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. ,...., ~-· . . ::, 'ip;:gfessional Service Industries, Inc. TECHNICIAN: CARLOS HERNANDEZ co~~fct()submitted, cc, LEGOLl\NO ( 4) , BERNl\RD BROTHERS, H. 0. K. , Cf TY OF CARLSBAD ~~-• ~ DAVID J AN, RC THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE P.LACEMENT. DI STRI MANAGER REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 . l .. C!-·1 En~ . .,.._.. Geotech,,,cal •-. ~ Construction Consulting • Engineering • Testing . REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 March 19, 1998 PROJECT: LEGOLAND THEME PARK C~LSBAD, CALIFORNIA R~VISION #1 OUR REPORT NO.: 059~70202-390 LOCATION OF PLACEMENT NORTH COMPLEX.GRADE ,BEAMS GRIL LINE K-3 TO 3 .. 5 PERMI·T # 98-6·23 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F March 11, 1998 10:00 am 4 65 69 DATE RECEIVED IN LAB March 12, 1998 FIELD DATA SUBMITTED BY . PSI\DEREK PETERSON MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER . NELSON & SLOAN DELIVERY TICKET NO.fTRUCK NO. MIX NUMBER AND PROPORTIONS 522 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RESULTS /ISTM C39-94. . . SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (lBS.) (IN.) (SQ.IN,) (PSI) TYPE OF BREAK 16536 A 7 03/18/98 64000 6.0Q 28.27 2260 Cone 16536 B 28 04/08/98 90000. 6.00 28.27 3180 Cone 16536 C 28 04/08/98 99000 6.00 28.27 3500 Cone 16536 D SPECIFICATIONS 28 3000 REMARKS: -~ Cylinders made by PSI representative. Cylinders picked up by" PSI K representative. Test results comply with applicable K specifications, Cylinders made by Architect's or Contractor's representative. Cylinders delivered to PSI laboratory. Test results do not comply with ~ is C61E-~~f oFs~i ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., C::ITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, Professio_nal Service Industries, Inc. ~(J ~ DAVID J. AN: RCE DISTRIC AGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRE.SSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND E;STATES INe 5600 AVENIDA ENCINAS SUITE.130 PROJECT:· LEGOLAND THEME PARK CA,RLSBAD, CALIFORNIA DATE: FIELD DATA: CARLSBAD, CA 92008 March 24, 1998 REVISION #1 OUR REPORT NO.: 059-70202-409 LOCATION OF PLACEMENT UTILITY PAR SLAB GRID LINES B-1. 5 PERMIT# 97-1465 DATE PLACED TIME March 13, 1998 10:00 am SUPPLIER DELIVERY TICKET NG./TRUCK NO. MIX NUMBER AND PROPORTIONS NELSON & SLOAN 684003 SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 4 68 71 March 16, 1998 PSI\DEREK PETERSON NELSON & SLOAN CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NO.JE:AeeJJCABLE.AS..1M_SIP..NDARD.S.UNLES.S Oil:IERi'IJ.$EJNDrnE.Ct.S.LIJME:..C.tl.3&0.a,_AJR.C.Ofilc.NI: C23)·V1 b· TEMPEBAI1.IBE:,_c.tae.H6.(93)· CAf PIN\,· CJ~H.3 COMPRESSiON TEST RESULTS ASTM C39-94 ----· SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAQ DIAMETER AREA STRENGTH 522 -------- NUMBER OR SET NO. {DAYS) TEST {L_BS,) {IN.) {SQ. IN.) {PSI) TYPE OF BREAK 16568 16568 16568 16568 ---·-- s PECIFICATIONS REMARKS: A 7 03/.20/98 B 28 04/10/98 C 2'8 04/10/98 D 28 . :K Cylinders made by PSI representative. Cylinders made by Architect's or Contractofs representative. 84000 105000 102000 Cylinders picked up by PSI X representative . 6.00 6.00 6.00 __ Cylinders delivered to PSI laboratory. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM TECHNICIAN: DEREK PETERSO~ 28.27 2970 Cone 28.27 3710 Cone 28.27 3610 Cone 3000 X Test results comply with applicable specifications. Test resul~~ri;rfffli" OR -a~~ 1(l1¼' C617-W. Resp_ectfully submitted, s cc: LEGOLAND (4), BERNARD BROTHERS, H.O.:K., CITY OF CARLSBAD . a:,ssi<?nal ~e~ice Industries, Inc. VUW~--~ THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE Pl:ACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200,4 (4)F DAVID J. :AN, RCE DISTRIC AGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: MR. PAVID CATTLE LEGOLAND .ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 March 24, 1998 PROJECT, LEGOLAND THEME PARK CARLSBAD, CALIFORNIA . REVISION #1 OUR REPO~T NO.: 059-70202-410 ··-=============:;:::=====:::::;============================= FIELD DATA: LOCATION OF PLACEMENT UTILITY PAD FOO+INGS GRID LINES C. 2 -1. 5 PERMIT# 97.,-14-65 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March 13, 1:998. · 08:00 am 4 60 69 March 16, 1998 PSI\DEREK PETERSON NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX N\,JMBERAND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE c·oMPRESSION TEST RES UL TS ASTMC39-94 NELSON & SLOAN 688966 522 SPECIMEN TEST TOTAL CYLINDER. CYLINDER I COMPRESSIYE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET.NO. (DAYS) TEST (LBS.) (IN.) ·(SQ. IN.) · (PSI) TYPE OF BREAK 16564 16564 16564 16564 --· SPECIFICATIONS REMARKS: A 7 03/20/98 B 28 04/10/98 C 28 04/10/98 D 28 X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto~s represenlative. 74000 102000 100000 Cylinders-picked up by PSI ~ representative. 6.00 6.00 6.00 Cylinders delivered to PSI laboratory. ALL CYLINDERS CAPPED ·IN ACCORDANCE WITH ASTM TECHNICIAN: DEREK PE'fERSQl'l' 28.27 2620 Cone 28.27 3610 Cone 28.27 3540 Cone X : 3000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. CONFORMS Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS:,· H.O.K., CITY OF <;:ARi,SBAD ~essional Se(ViCe Indus ries, Inc. KJ~i- THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DAVID J AN, RC DISTRIC MANAGER Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: March 24, 1998 REVISION #1 OUR REPORT NO.: 059-70202-411 FIELD DATA: LOCATION OF PLACEMENT HOUSEKEEPING PADS @ UTILITY PAD PERMIT# 97-1456 DATE PLACED March 14., 1998 SUPPLIER TIME 10:45 am DELIVERY TICKET NO./TRUCK NO. SLUMP, IN. 4 1/4 MIX NUMBER AND PROPORTIONS AIR CONTENT, % CEMENT AIR TEMPERATURE, °F 68 WATER CONCRETE TEMPERATURE, °F 75 FINE AGGREGATE DATE RECEIVED IN LAB March 16, 1998 COARSE AGGREGATE FIELD DATA SUBMITTED BY PSI\CARLOS HERNANDEZ ADMIXTURE MIX DATA SUBMITTED BY NELSON & SLOAN ~OJE:.Aef'J.LC.A81.aASIMJo.IANDABDJ;.l/.lli,ESS OTHEB\MSE INPIQAT_ED: SL!.!Me;_™a· AIB CONTENT· C231-91 b· TEMPEBATU8E:.C.1.0M&li(~);J;AEelJ'IG.:.GJ.Z~ SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF COMPRESSION TEST RESULTS ASTM C39-94 TOTAL CYLINDER LOAD DIAMETER CYLINDER COMPRESSIVE AREA STRENGTH NELSON 684221 522 & SLOAN NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ. IN.) (PSI) TYPE OF BREAK 16565 A 7 03/21/98 67000 6.00 16565 B 28 .04/11/98 85000 6.00 16565 C 28 04/11/98 86000 6.00 16565 D s PECIFICATIONS 28 REMARKS: -~ Cylinders made by PSI representative. Cylinders picked up by P~I X representative. . . Cylinders made by Architect's-or Contracto(s representative. Cylinders delivered to PSI laboratory. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM TECHNICIAN: CARI;,OS HERNANDEZ 28 .27· 2370 Cone 28.27 3010 Cone 28.27 3040 Cone 3000 Test·resulls comply wi!h applicable X specifications. Test results do not comply with applicable specifications. C617-eoNFOR Respectfully submitted, ·S Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT"BE INDICATIVE OF THE ENTIRE:CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F :fr~(J ;JZ. DAVID J. AN', RC:~ DISTRIC AGER V Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · I REPORT OF CONCRETE -COMPRESSION TEST TESTED FOR: MR. DAVID CAT~LE LEGOLAND ESTATES -INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 920'08 DATE: April 06, 1998 OUR RE;PORT NO.: 059-70202-455 FIELD DATA: LOCATION OF PLACEMENT STREET LIGHT CAISSONS ON LEGO DRIVE NOS .1 -10 (NORTH TO SOUTH) DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March 25, 19·98 12:30 pm 2 1/2 62 63 March 27, 1998 PSI\DAN RAMAGE NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.fTRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 686918 1323 NOIE:Aee!.ICAS.l.E.ASIM.S.IANDABD.S~l.lfil~Qil:lERWJWNDJClliD.:..&J..\IMP; C143-90a· AIR CONTENT· C231-91b· TEMeERATURE· C1064-66(9~);_CAeeING~~ . ' -. ' ' ' . ' . -. . --- SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 16668 A 7 - 16668 B 28 j: 16668 C 28? 16668 D .. ---~ SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39-94 -~ - TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 04/01/98 81000 6.00 04/22/98 04/22/98 REMARKS: _K Cylinders made by PSI representative. Cylinders picked up by PSI .X representative. Cylinders made by Architect's or Contracto~s representative. Cylinders delivered to PSt laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK 28.27 2870 Cone 3000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ~STM C617-94. TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF.½!illLSBAD THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE Of THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, Professional Service Industries, Inc. ~~j:- DISTRICT MANAGER Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l • ·"-i/ Environment;JI , • Geptechn{cal .. Construction Consulting • Engineering • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ES.TATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 April 06, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-454 LOCATION OF PLACEMENT GARDEN UTILITY SLAB-ON-GRADE DATE PLACED TIME SLUMP, IN. AIR CONTENT, % March 07:30 4 1/4 23 I 1998. am 66 AIR TEMPERATURE, °F CONCRETETEMPERATURE, °F 63 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March 25, 1998 PSI\DAN RAMAGE NELSON & SLOAN S.UPPL.IER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE . NELSON & SLOAN 686282 522 NQIE:..Ae.eLICA!lLE.MIM.MAl'IOABO.S~l.lli~~.Il:!l;Rl'W,E.JN12LC8IEQ..sLUMP· C143-90a: AIR COtilSl'II: C23J-91b· TEMPEBAIVBE· C1064-B6f93);__CAPP1f'IG· C1231-93 COMPRESSION TEST RESULTS -· SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 16690 A 9 04/01/98 16690 B 28 04/20/98 16690 C 28 04/20/98 16690 D ----- SP ECIFICATIONS 28 REMARKS: .~ Cylinders made by PSI representative. Cylinders made by Architect's or Conlracto(s representative. ASTM C39-94 TOTAL CYLINDER LOAD DIAMETER ([BS.) (IN.) 73000 6.00 Cylinders picked up by PSI X representative. Cylinders d~Jivered lo PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2580 Cone ,: tr -r 3000 Test results comply with applicable specifications. Tesl·resulls do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. " TECHNICIAN: DAN RAMA.GE cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, Professional Service I ~~f,,--- DAVID J. RYAN, RCE DISTRICT MANAGER Information To Build On Professional Service lnd,ustries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 TESTED FOR: DATE: FIELD DATA: REPORT OF ,CONCRETE COMPRESSION TEST MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE J.30 CARLSBAD, CA 9~008 March 3J., J.998 . PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-446 LOCATION OF PLACEMENT GRADE SLAB APRON AT SOUTH SIDE OF MAINTENANCE BUILDING DATE PLACED TIME March 23, :I.998 0J.:00 pm SUPPl,.IER SUPERIOR READY MIX DELIVl;:RY TICKET NO./TRUCK NO. SLUMP, IN. 5 i/2 MIX NUMBER AND PROPORTIONS 5 6 0 -C-3 2 5 0 AIR CONTENT, % CEMENT AIR TEMPERATURE, °F 75 WATER CONCRETE TEMPERATURE, °F 72 FINE AGGREGATE COARSE AGGREGATE DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March 24, J.998 PSI\DEREK PETERSON SUPERIOR READY MIX . ADMIXTURE ~O.IE..bE'PJ.I.CA6LE.M!M..SIAl'ID_ARO.S.l.lJ:,U.ES~DlCAIER;§1JJ~Qft;AIR 1::Ol'II,El'IT· C231-91 b· TEMPEfll,JURE· .c1064-86_(93}' CAEelli.G;..Cill _ '. -" ·--·-· SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS)· J.6664 A 7 J.6664 B 28 J.6664 C 28 J.6664 D .. s PECIFICATIONS 28 COMPRESSION TEST RESULTS ASTM C39-94 TOTAL CYLINDER· DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 03/30./98 72000 6.00 04/20/98 04/20/98 ---- CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) 28.27 2550 ~250 ·-·-··· .. TYPE OF BREAK Cone REMARKS: X Cylinders made by PSI representative. Cylinders picked i.lp by PSI X representative. Test results comply with applicable specifications. Cylinders made by Architect's or Contracto(s representative. Cylinders delivered to PSI laboratory. Test results do not complY, with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C6J.7-91. ---·· .. TECHNICIAN: DEREK PETERSON Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC, PSI A-200-4 (4)F Professional Service Industries, Inc. 9!::di±- DISTRICT MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 .. REPORT OF CONCRETI: COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 March 31, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-445 LOCATION OF PLACEMENT GRADE SLAB APRON AT WEST END OF MAINTENANCE BUILDING DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March 23, 1998 11:0Q am 5 1/2 7;1. 77 March 24, 1998 PSI\DE~EK PETERSON SUPERIOR READY MIX SUPPLIER SUPERIOR READY MIX DEI..IVERY TICKET NO.frRUCK NO. MIX NUMBER AND PROPORTIONS 5 6 0 -C-3 2'5 0 · CEMENT WATER FINl;: AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RES UL TS ASTM C39-94 SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 16663 A 7 '03/30/98 16663 B 28 04/20/98 16663 C 28 04/20/98 16663 D . ·-- SPECIFICATIONS 28 REMARKS; .~ Cylinders made by PSI representative. Cylinders made by Architect's or Contrilcto~s representativ·e. TOTAL CYLINDER LOAD DIAMETER (LBS.) .(IN:) 84000 6.00 Cylinders picked up by PSI X representative. Cylinders delivered to PSI.laboratory. . CYLIN.OER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2·970 Cone 3250 Test results comply with applicable specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DEREK PETERSON cc: LEGOLAND ( 4) , BERNARD BROTHERS, H .• 0. K. , CITY OF CARLSBAD THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F . Respectfully submitted, p;;:; Sei!?s, Inc. DAVID J. 't, RCE DISTRICT MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130· CARLSBAD, CA 92008 March 31, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-444 LOCATION OF PLACEMENT GRAPE SLAB APRON AT EAST END OF MAINTENANCE BUILDING DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F March 23, .1998 09 :·oo am 6 67 CONCRETE TEMPERATURE, °F 72 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March 24, 1998 PSI\DEREK PETERSON SUPERIOR READY MIX S\,JPPLl~R SUPERIOR READY MIX DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS 5 6 0 -C9 3 2 5 0 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RES UL TS ASTM C:39-94 SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST -- 16662 A 7 03/30/98 16662 B 28 04/20/98 16662 C 28 04/20/98 16662 D ·- SPECIFICATIONS 28 REMARKS: _:)£ Cylinders made by PSl·represeniative. Cylinders made by Architect's or Contracto(s representative. TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 81000 6.00 Cylinders picked up by-PSI X representative. Cylinders delivered lo PSI laboratory. TECHNICIAN: DEREK PETERSON ----~-·----------·-·---- CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK 28.27 2870 Cone 3250 Test r~sy(ts comply with applicable spec1f1cat1ons. Test results do not comply with applicable-specifications. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD Respectfully submitted, <S::,essional Service Industries, Inc. DA2!J~±:. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE· CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMIS~ION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DISTRICT MANAGER Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 TESTED FOR: DATE: FIELD DATA: REPORT OF CONCRETE COMPRESSION TEST MR. D~VID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 April 06, 1998 PROJECi: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-458 LOCATION OF PLACEMENT REFUSE ENCLOSURE GRADE SLAB LINE A-2 PERMIT# 97-2128 DATE PLACED TIME March 27, 15198 08:50 am SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS NELSON & SLOAN 686994 SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 4: 58 70 March 30, 1998 PSI\DEREK PETERSON NELSON & SLOAN . CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE: heFJ.LCl\ll.l.~IM_!iL!INQA8D.ll..l.!1'1LEii.li9Jl:IE::Bl/J/1SlilllO.U::~Q14.3,,il.11l!· AIR CONTENT· C231-91b· TEMPERATURE· C1064-B6{93l·_ CAPPING:~ --·--------------- SPECIMEN TEST BORATORY IDENTIFICATION AGE DATE OF COMPRESSION TEST RES UL TS ASTM C39-94 TOTAL CYLINDER LOAD DIAMETER CYtlNDER COMPRESSIVE AREA STRENGTH 522 --·- LA N UMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN.) (PSI) TYPE OF BREAK 16 16 16 16 671 671 671 671 ----- SPEC IFICATIONS A 7 04/03/98 B 28 04/24/98 C 28 04/24/98 D 28 REMARKS: -2.C. Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. 75000 Cylinders picked up.by PSI ~ representative. 6.00 Cylinders delivered to PSI laboratory. 28 .:;n 2650 Cone 3000 Test resuJts comply with applicable specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. ---------·-·-----·-·- TECHNICIAN: DEREK PETERSON Respectfully submitted, Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE·INDICATIVE.OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY.PROFESSIONAL SERVICE INDUSTRIES, INC. . ~t£:: DISTRICT MANAGER PSI A-200-4 (4)F Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENClNAS SUI'I'.E 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: April 06, 1998 OUR REPo'RT NO.: 059.-70202-461 FIELD DATA: LOCATION OF PLACEMENT REFUSE ENCLOSURE GRADE SLAB LINE C-2 DATE PLACED March 27, 1998 SUPPLIER NELSON & SLOAN TIME 10:15 am DELIVERY TICKET NO./TRUCK NO. 687025 SLUMP, IN. 4 MIX NUMBER AND PROPORTIONS 522 AIR CONTENT, % CEMENT AIR TEMPERATURE, °F 59 WATER CONCRETE TEMPERATURE, °F 73 FINE AGGREGATE DATE RECEIVED IN LAB March 30, 1998 ·COARSE AGGREGATE FIEWDATASUBMITTED BY PSI\DEREK PETERSON ADMIXTURE MIX DATA SUBMITTED BY NELSON & SLOAN COMPRESSION TEST RES UL TS ASTMC39-94 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) . (IN.) (SQ. IN.) (PSI) TYPE OF BREAK 16672 A 7 04/03/98 16672 B 28 04/24/98 16672 C 28 04/24/98 16672 D -. ------s PECIFICATIONS 28 -- REMARKS; ~-Cylinders made by PSI representative. Cylinders made by Architect's or Contracto~s representative. . 80000 Cylinders picked up by PSI X representativ\). 6.00 Cylinders delivered to PSI laboratory. 28.27 2830 Cone 3:CJOO Test results comply with applicable spe~ifications. Test results do not comply with applicable specifications. ---- ALL CYLINDERS CAPPED IN A,CCORDANCE WITH AS.TM C(? 1 7-94 . TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, :;;,:;·' z~· /nc, DAVID J.aYAN,/RCE DISTRICT MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 Page_1_of ___ _ INSPECTION REPORT DATE '::) -\ "'"< -q 'f'::i Architect ______________ -'------ Engineer ___ ·N'-"'-.... e:,J..::s,.;-=-::::n=~=-------------'---'------,---,-- Contractor IScf'!"'fl-:n-1~ s INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders -- _OSA ___ Cement -- ~Specialty __ Mortar-Samples -- __ Mechanical ___ Grout Samples -- __ Electrical ___ Masonry Prisms -·--__ Roofing __ Masonry Block --__ Concrete __ Fireproofing --__ Masonry __ . Units (block or brick) ---- __ Struct Steel _-_ Asphalt Concrete --__ Prestress Cone ___ Roofing -- __ Pile Driving __ Reinf. Steel --__ Fireproofing __ Steel ---- __ Waterproofing __ H.S. Bolts -- · __ Non-Destructive ___ tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ . __ Other -- __ Bolt Pull-Out __ Other REMARKS PROJECT (Name) L,.,t,~ p kr1iY t) (Address) . CJ4&:<-S ~-4 n Cd}. REPORT NO. <z5f't -?o ~.:, 'L. +7J3 Building Permit No ...... 4'-l,·..-:;·"/.,c.M;.L.·--1--------'-------- Plan File No,----------------'------- Govt. Contract' No.-----------'------- OSA or OSHPD #..,._ ------------- Other---af:"___,_ ,__.ll-"'"· -F-------'S=-"t:--·~-'-'-;;..v=--:.,_,c.._ ..... ,_,_:;_.-_:::,...__ ______ _ MATERIAL DESCRIPTION INSPECTION CH.ECKLIST ___ Rinf.: Rebar ~ Plan & Specs 02 k,(pS __ Rinf.: W.W:F. _ Clearances __ Rinf.: Tendons _ Positions __ Cone.: Mix #/psi _. Sizes .-. _ Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi . _ Future Continuity #/psi ___ · Grout: Mix #/psi _ Consolidation ___ Mortar: Type/psi _ Mortar Batching __ -units: Block. . _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel ___ H.S. Bolts ___ Metal.-Decking ___ Electrodes __ Fireproofing __ Other _ Corrective action required __ _. Corrections completed . ? L;,4 c. c-rt) _MA ~C....-\-\ £: _ ~ C.OMPLGi""'f ::0:::, j S r' <:'f:C..\y-\ C Ai:::, .::,c,., 1 > -<:i\.:;;-c:__,t (J ,.._; -(::(2: (.,(.., S -A,;y~ -Q·ULb;;:S -dN\\--/b(.:;;:t,::,'-,,-\L t+,p,:;,Js ·) Awt> '-$ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise-noted, substantially complies with approved plans, specifications and applicable sections of the building ·codes. This report covers thei locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME-~-=-i:~.._:li"\'-'._( __,?...,_...;Yi ........ wn~ru~"""s-.... ? .... µ.µ,,,.,,J.__ (Prtnt Cl~an~) ~ INSPECTOR SIGNATURE:i:2_.w:::;..· .....__..J-4--, i?---H=::·,.....-~---~,-t-\.-_,....,-===-."""~-.-_-"""-· = PSI-B-900-170(2) . CERT. NO. ________________ _ pAT~~-.....,,,..:-~~!~-+·'~'~1_,_-_1:_;~..:>;.c__ ____________ _ Page_1_of_ · INSPECTION REPORT CLIENT '-fih0 LA-tu 'P -PROJECT (Name) L1-if.ao Lrl-N D -' (Address) ~LL~,?:.~ P.4- DATE ~-b-'2 s ' REPORT NO. aS<"l"' 2,fL.o'"L. _., ~~ Architect Building Permit No. ~ Plan FileNo. Engineer Govt. Contract No. OSA or OSHPD # _ - Contractor. &,a.,u4 r2 i>S 6A,Quf(:D'.t,.$ .Other n,e.g-$~ -h74 t II'( ~ ·- INSPECTION MAT'LSAMPLING OT{ MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD __ __ Concrete Cylinders --__ Rinf.: Rebar k.... Plan & Specs-~,~6 .S _OSA __ Cement ---__ Rinf.: W.W.E -_ Clearances >< Specialty __ Mortar Samples ___ Rinf.: Tendons -_ Positions __ Mechanical __ Grout Samples __ Cone.: Mix #/psi _Sizes __ Electrical __ Masonry Prisms __ Conc.:.Mix#/psi _Laps __ Roofing __ Masonry Block --___ Cone.: Mix #/psi _._Future Continuity #/psi __ Concrete __ Fireproofing ----___ Grout: Mix #/psi _ Consolidation __ Masonry __ Units (block or brick) ----_-_ Mortar: Typelpsi -. __ Mortar Batching __ Struct Steel __ Asphalt Concrete --__ Units: Block _ Electrode Storage __ Prestress Cone __ Roofing __ Units: Brick _ Torque Applied __ Pile Driving __ Reinf. Steel --__ Steel __ Fireproofing __ Steel --__ H.S. Bolts __ Waterproofing _-_ H:s. Bolts ---__ Metal Decking __ Non-Destructive __ Tendon (PT Strands) --__ Electrodes __ Soils Technician _-_Other --__ Fireproofing __ Batch Plant -__ Other x _ Other j?v&-'E?.l~t:r A<,,£) _ Corrective action required __ .. - /J?d_TY'Jt..-14 L_S __ Bolt Pull-Out _-_Other --_ Corrections completed -. REMARKS -r(!_ a.a A.o-'& i""1'Z-cA vt::z r,2-' c"""'x"C. ,t!/__ V '4-:cr..rr:, __ j'.:::"'o&, F'l.tl..££ tvA 17'£12, .a:::ld.l 6t!. L~ -{:L &:r 7J..J(C /44#-)::u:rzv . ,t.2, ~£:UVZ: -d J?q-w;;.rnaon--s -S: 779:TZ <24J dL ':/8-lh, Y< Z""'2 S"Tl=f7Z O 6-1 # 3CJ-f00 • l'< ,•fl:<dtv <:, ?tetC l'l&i> -,n/f/'f7V2.:16?:S F£of"'\. $TH-Z:Z t2l'V'# ~ B fl(;, TI2 s B+.~o &c...c '2&:D llklz n2 rHtr Pt?a-v6:-r..-,-: ?½!ltvS 5 j> {:?7:...-/f:/ C.4:?ZQAC<;,. $6~770/-../-02.-~6$ ~ &IY"D C#{IZ.L $1$19 2) ~llLc,fS > ,47\,/b 2-t:lZ::zJ,J_ l.:.,t;;f:.-ZZ..r.;;,;v:s_ ' " . - CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved· plans, specifications and applicable sections of the building codes. This report-covers the locations of the work inspected-only and does not constitute engineering opin- ion or project control. INSPECTOR NAMI= ~ +:> ?c~ 7li]12Dt-..J CERT. NO. ~~ ~ "1,/.:&•:t.S. INSPECTOR SIGNATURE--;;z_~_~U~ DATE; _____ ,_ J~ PSI-B-900-170(2) l • ~ -'. '! ~ ~ -~ Page_1_of_ INSPECTION REPORT CLIENT l.ar,,o (,.q N ,':> DATE 1/-7-f g Architect ___________ '----'------- Engineer ______ '--------,,----"------,-- Contractor. 6e::¥--cvAa. 1::> s INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders _OSA ___ Cement --><'Specialty __ Mortar Samples --__ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block --__ Concrete __ Fireproofing --__ Masonry __ Units (block or brick) --__ Struct Steel __ Asphalt Concrete ' .·_"t...,._ -.--__ Prestress Cone __ Roofing -·-__ Pile Driving _. _ Reinf. Steel -- __ Fireproofing _. ___ Steel -·-.- __ Waterproofing -· _ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) --__ Soils Technician __ Other -·--__ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS . B'.S +So IP i?ta":tr R.o Ot'.11,$ 14-(. l O>Ll> I 6th PROJECT (Name) Lc!i'laa ~ et&<'> (Address) t:'.4uSl$dA 61, RE;PORT NO. as?-?c.'>2,Q "2... --t/;,r Ir'<. Building Permit No. -'A-m ........ "-"---------------- PlanFil~ No,---------------- Govt. Contract No. ~------------- OSA or OSHPD #-,----------"---------- Other. 6&e . w4nat.-- MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar . ~ Plan & Specs Q:laf. (:, s __ Rinf.: W.W.F. _ Clearances __ Rinf.: Tendons _ Positions ,. __ Cone.: Mix #/psi _Sizes __ Cone.: Mix #/psi _.Laps __ Conc.:Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching _._ Units: Block __ _ Electrode Storage . __ Units: Brick _ Torque Applied __ Steel __ H.S. Bolts - __ Metal Decking " __ Electrodes __ Fireproofing .k.. Other PV~ Pie.IT ti _. Corrective action required ____ l?1 (!1_'77:§"1Z..I tJ.. l.~ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of ow knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations 9f the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAM;J:)W2::,a: r PE,-:T::Dz "'...;:> M (Print Clearty) k.. INSPECTORSIGNATURE~ ... )? ?/r .. : ... PSl-8-900-170(2) CERT.NO. _______________ _ DATE~. ,.,,..;;..~I~~~'---~.,_,.~'----------------:.,_. Page_1_of .L INSPECTION REPORT CLIENT t..137po l.-t'f,vi) DATE 4'--9-f S Architect _________________ _ Engineer ________________ ..,._ ____ _ INSPECTION MAT'LSAMPLING QTY _QSHPD _._ Concrete Cylinders -- _QSA __ Cement -·--><" Specialty . __ . Mortar Samples -- __ Mechanical __ Grout Samples --' __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block --__ Concrete ___ Fireproofing --__ Masonry __ Units (block or brick) -- __ Struct Steel -. _ Asphalt Concrete -- __ Prestress Cone __ Roofing --__ Pile Driving __ Reinf. Steel -- __ Fireproofing · __ Steel -- __ Waterproofing _-_ H.S. Bolts --·- __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other -- __ Batch Plant __ Other __ Bolt Pull-Out __ Other -- REMARKS 4F 11./to,~ ,c'i , ' R.LJ l l:e!'S, Z.'Z-5 ?$( , t.rrV i> ,-r-o ' > L 2 I :z:::H I N ·· :c::tt:c£: PROJECT (Name) Lt&o . kdrl-lD (Address) ·~s,½D CW, REPORT NO. '2&'2-:Zo'.2-0::1--:½1?..7 ·Building Permit No ..... ttpt_-"--'...,.. ----'-'---'-----'--'---- Plan File No,----~----'----'------- Govt. Contract No.-'--------------- OSA or OSHPD #---------'------- Other rbv=,a·, tr: wtfnF"fL.. ,l/'t1U:o nt'B'1NC-, MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar ~ Plan & Specs O~"-e, $ .-· _ Rinf.: W.W.F. · ·-· _. Clearc;inces _._ Rinf.: Tendons _._ Positions __ Cone.: Mix #/psi _Sizes __ Cone.: Mix #/psi _Laps·. -. _ Cone.: Mix #/psi _ Future Contin1,1ity #/psi ·_._ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi -. Mortar Batching ·-. _ Units: Block _ Electrode_Storage _. _ Units: Brick _ Torque Applied · __ Steel --· H.S. Bolts _._ Metal Decking ·-·-Electrodes __ Fireproofing ·~ Other J-l'l".'0/2.o12Il:2:z:J L-_ Corrective action required __ ?f:f§:a;:1~ Te'Y"lt:t. Y2· _. Corrections completed &-r 12.:00 i>..---A-:C CERTIFICATION OF COMPLIANCE: To t_he best of our knowledge, all of the·reported work, uniess otherwise noted, substantially complies with approved plans, specifications and applicable sections of the .building codes. This report covers the locations of the work inspected.only and does not constitute engineering opin- ion or project control. CERT. NO. ________________ _ INSPECTOR SIGNATURE--1..4...L..\--J.,....,._-L~~.,,.,...:::::::: PSl·B-900-170(2) Page_. 1_of ..L INSPECTION REPORT DATE '-1,.10-z ~ PROJECT (Name) U;iT;;,D CA-.f\..a) (Address) CA-a.:C.SSAO 44 REPORT NO. ~f-702 cfJ_;2/f$J/ Architect_________________ Building Permit No . .a../U..:;,,.._iff_,__----'-_______________ _ Plan File No.---'---'--------------'---- Engineer ____________ ~----------Govt. Contract No. ______________ _ Contractor.~t..T)'.2.,,'yr4:f2-::D:!--. OSA or OSHPD #--'-'------------- . Other iJ.t£LLA,, m c:rp vJ A-77;:fYL .. INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRiPTION INSPECTION CHECKLIST _OSHPD __ Concrete Cylinders --___ Rinf.: Rebar -2:':Plan & Specs-OU:.<:,S _OSA __ Cement --_ Rinf.: W.W.F. _ Clearances ~Specialty __ Mortar Samples --__ Rinf.: Tendons _ Positions __ Mechanical __ Grout Samples __ Cone.: Mix #/psi _ _Sizes __ Electrical __ Masonry Prisms --___ Cone.: Mix #/psi _Laps __ Roofing __ Masonry Block --__ Cone.: Mix #/psi _ Future Continuity #/psi __ Concrete ___ Fireproofing --__ Grout: Mix #/psi -_ Consolidation __ Masonry __ ,Units· (block or brick) ___ Mortar: Type/psi __ Mortar Batching __ Struct Steel __ Asphalt Concrete ___ , Units: Block _ Electrode Storage __ Prestress Cone __ Roofing -. ___ Units: Brick -_ Torque Applied __ Pile Driving __ -Re,nf. Steel --__ Steel -__ Fireproofing __ Steel. --__ H.S. 'Bolts __ Waterproofing __ H.S. Bolts --__ Metal Decking __ Non-Destructive __ Tendon (PT Strands) --___ Electrodes __ Soils Technician ___ ._Other --_. _ 'Fireproofing __ Batch Plant ___ Qther --2!:...Other /.l'T'c>t20S771F~ _ Corrective action required __ __ Bolt Pull-Out __ Other --?~,£(Si" re>Sn""-'1o _ Corrections completed REMARKS l't:t: -,9:00 A,.._ -&r: z 2$ PS I C z..•oo?~ AZ: 2 Z.S ,-::.st /'IJO Q1-:\LI~ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · CERT.NO. ________________ _ INSPECTOR SIGNATURE4~..L...L..C,,~L~4~$? DATE __ ~~l-.,.-e.l~0~-__.~__,_~2.,__ ___________ _ :_ ...... , ... PSI-B-900-170(2) . l 9t Environmental DBI Geotechn~cal •-"Construction Page_1_of_ Consulting • Engineering • Testing INSPECTION REPORT CU ENT l-e::t,;, o L-A\v,") DATE 'i -\ "'t -q 'f'--. Architect _______________ __._ ___ ----'-_ Engineer ___ ·,v__,._..,O~"-..:.-..n.::.._ . ..,z-...__ ______ ~------ INSPECTION MAT'L SAMPLING QTY __ OSHPD __ Concrete Cylinders -- _OSA __ Cement -- .;;:,:ts... s·pecialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block --·-__ Concrete · ___ Fireproofing __ Masonry __ Units (block or brick) -- __ Struct Steel ___ Asphalt Concrete -- __ Prestress Cone __ Roofing __ Pile Driving -·-Reint. Steel --__ Firc)proofing __ Steel -- __ Waterproofing __ . H.S. Bolts -- __ Non-Destructive :--· Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out ___ Other -- REMARKS A,yi\ PROJECT (Name) LE;,7;,;, p '-:11:W t) (Address) · C&4x'.':::u=· .. a, 4 .D C141 . ,.J_ .! ;~. 7.". '0/. REPORT NO. '259 ~ 7 o Z-"::7 'L ~ .f/ Building Permit No ...... 4'-'-""'?-,,e:;.M..1...·-'-----~--------- Plan File No,-------'----------------- Govt Contract No.------------------- OSA or OSHPD #-------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar ..d. Plan & Specs Q2-t<·{..,c=. __ Rinf.: W.W.F. .-Clearances __ Rinf.: Tendons _ Positions __ Cone.: Mix.#/psi __ Sizes __ Cone.: Mix #/psi __ Laps _. _ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi : __ Consolidation __ Mortar: Type/psi _ Mortar Batching -.-Units: Block -. Electrode Storage __ Units: Brick __ torque Applied _._Steel _H.S.Bolts __ Metal Decking __ Electrodes __ Fireproofing __ Other __ Corrective action required __ _ Corrections completed . .<' ,,Q (Vl p <--Ri:::'f i._$ .s=e.~ CERTIFICATION OF COMPLIANCE: To the best of our. knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME-~-=--.......--·~iJ-t_? __ y;~-_gn-. --0::Z~-s--.....-?,_,p._J,..____ INSPECTOR SIGNATURE:i:2_...i.cc.o_n_)\.e....<_,,_~_")?...,."1--"'..,.,'.=y,--\:\,--....-c::=-'_ ~',-, .,,.._ .. _c:;:;_ PSI-B-900-170(2) CERT. NO. ________________ _ PATE-~~-J~.-~-~'~1_,_-_9,___;~=--------------.' Page_1_~f- .INSPECTION REPORT CLIENT ~~"C-Cb /f-<.a ... r DATE 1/-. ,2e,,J-7'9_ Architect ____________ ---'-----'-- Engineer _____________________ _ Contractor. _________________ _ INSPECTION MAT'L SAMPLING QTY _OSHPD .A:' Concrete Cylinders L_ _OSA __ Cement --__ Specialty __ Mortar Samples __ Mechanical __ Grout Samples -·-. __ Electrical ___ Masonry Prisms __ Roofing __ Masonry Block --..d.:_ Concrete __ Fireproofing --__ Masonry ___ Units (block or brick) --__ Struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing --· __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ $tee! -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive _. _Tendon (PT Strands) --· __ Soils Technician _._Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS PROJECT (Name)L<;,C'o~~ ;a:?v-r-«&. (Address)<'°A'~~~ Go REPORT NO. os:9'->a 2-0 ,';?--S0B 4, Building Permit No. _____________ _ Plan File No·-----------,----------- Govt. Contract-No.--------------- OSA orOSHPD #---"------------ Other__,--------'----'------------- MATERIAL DESCRiPTION INSPECTION CHECKLIST _ Rinf.: Rebar _ Plan & Specs _._ Rihf.: W.W.F. _ Clearances _. Rinf.: Tendons _ Positions L Cone.: Mix tHf111r.;?<JS:::Z Qo _Sizes -~ . Cone.: Mi,T;#/psi-:s;~a o _Laps. _ Cone.: Mix #/psi: . _ Future Continuity #/psi -. _ Grout: Mix #/psi . _ Consolidation _ Mortar: Type/psi -. Mortar Batching _ ·Units: Block · _ Electrode Storage -. _ Units: Brick _ Torque Applied _. _Steel _H.S. Bolts _ Metal Decking _. _ Electrodes .-· Fireproofing -.-· Other _ Corrective action required __ _ Corrections completed ..-??'~r ~6"'~. CpA.-C~ i&" ~c~-t:SrVT_i<!7"' St~? s ~.:v; ~9 .µ):, ~ re;;C6-e:-c·.--...:r Vi /./4 h---&c/4.> C,;1 1?1 r , ~ •, ~~ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the-reported-work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes, This report cover~ the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME ec:.a~ ~ a,,,~ CERT. NO. _______________ _ (Print Clearly) INSPECTOR SIGNATURE /f].PJ r.RoiJl .... · OATE...,..,!;~ ..... --·->-~o:...c·---'?'~'9 __________ _ PSI-B-900-170(2) REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 1.30 CARLSBAD, CA 92008 December 09, 1.997 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1. OUR REPORT NO.: 059-70202-1.13 ' . LOCATION OF PLACEMENT TYPE A4 CLEAN OUT I.INE AS STAITON 1.3+70 .1.4 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY November 24, 1.997 01.:30 pm 4 67 77 November 25, ·1.997 PSI\DEREK PETERSON SUPPLIER SUPPLIER DELIVERY TICKET NO.rrRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER'. FINE AGGREGATE COARSE AGGREGATE ADMIXTURE N9.TE:.Aee1JC.ABJ,.E ASTM STANDA~UNLESS OTflEBWJSE INDICATED· SLUMP· CH3:90_a· AIR cpNIENT· C23j-9jb' TEMPERATURE· C106U6(9_3l COMPRESSION TEST RESULTS ASTMC39-94 PREMIXED CONCRETE 323851.1./ 3250 psi SPECIMEN TEST TOTAL CYLINDER CYLINDER . COMPRESSIVE LABORATORY IDENTIFICATION AGE DATEOF NUMBER OR SET NO. (DAYS) TEST - 1.5937 A 7 l.2'/01./97 1.5937 B 28 .l.2/2'2,/97 1.5937 C 28 1.2/22/97 1.5937 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative:· Cylinders made by Architect's·or Contracto~s representative. LOAD DIAMETER (~BS.) 1.1.,4000 1.20000 l.2500Q Cylinders picked up by PSI .K, representative. .(IN.) 6.00 6.00 9.00 Cylinders delivered to PSrlaboratory. AREA STRENGTH (SQ.IN.) (PSI) · TYPE OF BREAK 28.27 4030 Cone 28.27 4240 Cone 28.27 4420 Cone 3250 Test results comply with applicable X specifications . Test results do not comply with applicable specifications. TECHNICIAN= DEREK PETERSON Co MS ~OBubmitted, ;;;::;rt'n;;z;::_ cc: LEGOLAND (4), BERNARP BROTHERS, H.O"'K., CITY OF CARLSBAD THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE RE~RODUCED, EXCEPT IN FULL, WITHOUT WRITTEN.PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC, PSI A-200-4 (4)F DAVID J. ~~ R:E (!- DISTRICT MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Rid~e Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES· INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 November :28, 1997 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA Permit# 97-1460 R:E:VISION #1 OUR REPORT Nb.: 059-70202-99 LOCATION OF PLACEMENT CURB & GUTTER & SOUTHEAST CORNER STORM DRAIN APRONS DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY November 19, 1997 01:30 pm 4 76 76 November 20, 1997 PSI\DEREK PETERSON SUPPLIER SUPPLIER DELIVERY TICKET NO.fTRUCK NO. · MIX NUMB~R AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AG~REGATE ADMIXTURE SUPERIOR READY MIX 560-C/ 3250 psi COMPRESSION TEST RESULTS ASTMC39-94 SPECIMEN TEST DATE OF LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) . TEST 15843 A 7 11/26/97 15843 B 28 12/17/97 15843 C 28 112/J., 7 /97 15843 D ; I SPECIFICATIONS 28 REMARKS: -~ Cylinders made by PSI representative. Cylinders made by Architect's or Contractofs representative. TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) - 56000 6.00 120000 6.00 124000 6 .00. .. · Cylinders picked up by PSI -~ representative. Cylinders delivered to PSI laboratory. TECHNICIAN: DEREK PE;TERSON CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) · TYPE·OF BREAK . 28 .27 1980 Cone 28.27 4240 Cone 28.27 4390 Cone 3250 Test results comply wilh applicable X specifications. --;-, Test results do not comply .wilh applicable specifications. CON F gg~~::indusuies, Inc. cc, LEGOLAND (4), BERNARD BROTHERS, H.0.K,, CITY OF CARLSBAD &aw,/,~· , fr DAVID J AN, RC THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. DIS TRI AGER · REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSl9NAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Dieg·o, ·cA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCR.ETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCIN~S SUITE 130 CARLSBAD, CA 920Q8 October 31, 1.997 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #2 OUR REPORT NO.: 05·9--70202-98 LOCATION OF PLACEMENT TYPE A-4 BOX CLEAN--OUT @ STA':t'ION 12+17. 99 LINE A6B DATE PLACED TIME SLUMP, IN. AIR CONTENT, % October 31, 1997 02:00 pm 2 1./2 AIR TEMPERATURE, °F 78 CONCRETETEMPERATURE, °F 80 DATE RECEIVED IN LAB November .0'3, 1997 F_IELD DATA SUBMITTED BY MIX DATA SUBMITTED BY PSI\DEREK~PETERSON SUPPLIER SUPPLIER PREMIXED CONCRETE DELIVERY TICKET NO./TRUCl< NO. MIX N.UMBERAND PROPORTIONS 2328511/ 3250 psi CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NQIE:..Aeel.lCABLE ASTM STANQABOS.l.!NLESS OTHERWISE INQICATEQl.2J.l1Me:..c.1.~3-90a· AIR ¢_9NWNI· C23j.9Jb· TEMPERATURE··c_jOB4-86(113)· COMPRESSJON TEST RESULTS SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 15756 A 7 11/07/97 15756 B 28 11/28/97 15756 C 28 11/28./97 15756 D 28 :j.1/28/97 SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto(s representativ·e. ASTM C39-94 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 95000 6.00 118000 6.00 119000 6.00 121000 6.00 . Cylinders picked up by PSI .K_ representative. Cyljnders delivered to PSI laboratory. TECHNICIAN: DEREK PETERSON CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 2~.27 3360 Cone 28.27 4170 Cone 28.27 4210 Cone 28.27 4280 Cone 3250 Test results comply with applicable .K_ specifications • Test results do nol"comply with applicable specifications. ·. · RMS CON f Q .. p.ctful/y submitted. ProfessiQnal Service Industries, Inc. cc, LEGOLAND (4), BERNARD BROTHERS, H.O .. K., CITY OF CARLSBAD a • "' §-~ YAN, RC THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT, REPORTS MAY NOT BE REP.RODUCED, EXCEPTIN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC, DI STRI MANAGER PSI A-200-4 (4)F Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ~NCINAS SUITE 130 CARLSBAD,. CA 92.008 November 25, 1997 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA Permit# 97-1460 REVISION #1 OUR REPORT NO.: 05-9-70202-96 LOCATION OF PLACEMENT CURB Ile GUTTER SOUTH PARKING LO'l;' SOUTHEAS.T CORNER DATE PLACED TIME SLUMP, IN. AIR CONTENT,% AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY November 17, 1997 09:30 am 2 69 72 November 18, 1~97 PSI\DEREK PETERSQN SUPPLIER SUPPLIER DELIVERY TICKET Nb./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE SUPERIOR READY MIX 560-C/ 3250 psi NOT.E~APJ:l.l.CA!ll.E ASTM SJANOABD.S.lllil.ES.ltQil:IEBWIJ;.E.llil21CAIEQ:.sl.UMP· CHH9a· AIR CQNJENT· C231:91b· J:EMP_E~E· c1oa,1.aa(931 _ COMPRESSION TEST RESULTS- ASTMC39-94 SPECIMEN TEST LABORATORY· IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 15836 A 7 11/24/97 15836 B 28 12/15/97 15836 C 28 12/15/97 15836 D SPECIFICATIONS 28 REMARKS; X Cylinders made by PSI representative. Cylinders made by Architect's or Contractots representative. TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) -- 105000 6.00 134000 6.00 135000 6.00 r Cylinders picked up by PSI X representative. · Cylinders-delivered to PSI laboratory. TECHNICIAN: DEREK PETERSON_ CYLINDER COMPRESSIVE AREA STRENGTH c_sa:IN.) (PSI) TYPE OF BREAK 2.8.27 3710 C<:me 28.27 4740 Cone 2.8.27 4780 Cone 3250- Test results comply with applicable X ~pacifications. Test results do not comply with applicable specifications. s oNfORW' C Respectfully submitted, Professio_nal Service Industries, Inc. cc: LEGOLAND ( 4) , BERNARD BROTHERS, H •. 0. K. , CITY OF CARLSBAD ltad~~!l-THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE RE~RODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC. PSI A-200-4 (4)F DISTR~~A~E;z,7 Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Prive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA. 'ENCINAS SUITE 130 CARLSBAD, CA 92008 November 25, 1997 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA Permit# 97-1460 REVISION #1 OUR REPORT NO.: 059-70202-95 LOCATION OF PLACEMENT LIGHT POLE BASES IN PARKING LOT END BASE DATE PLACED TIME SLUMP, IN. AIR CONTENT, % November 17, 1997 03:00 pm 4 1/2 AIR TEMPERATURE, °F 73 CONCRETETEMPERATURE, °F 74 DATE RECEIVED IN LAB November 18, 1997 FIELD DATA SUBMITTED BY PSI\bEREK PETERSON MIX DATA SUBMITTED BY SUPPLIER SUPPLIER NELSON & SLOAN DELIVERY TICKET NO.rrRJJCK _NO. MIX NUMBER AND PROPORTIONS 522/ 3000 psi CEMENT WATER . FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOIE:.AeeLI.CAllLlaASIM.filAtiOAR~l.E.~SE INDICATED· SLUMP· CH3-90a· AIR CONTENT· C231-91b· TEMPERATURE· C1064·86(93} LABORATORY NUMBER 15837 15837 15837 15837 SPECIFICATIONS REMARKS: SPECIMEN TEST IDENTIFICATION AGE OR SET NO. (DAYS) A 7 B 28 C 28 D 28 COMPRESSION TEST RESULTS ASTM C39-94 · DATE OF TOTAL CYLINDER LOAD DIAMETER TEST (LBS.) . _(IN:) ll:/24/97 74000 6.00 12/15/97 96000 6.00 12/15/97 97000 6.00 X Cylinders made by PSI representative. Cylinders picked up by PSI X ·representative. Cylinders made by Architect's or Contractor's representative. Cylinders delivered to PSI laboratory. TECHNICIAN: DEREK PET;ERSON CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) . TYPE OF BREAK 28.27 2620 Cone 28.27 3400 Cone 28 .2.7 3430 Cone 3000 ·X Test results comply with applicable specifications. Test results do not comply with applicable specifications. --oNf oRtiJ\S C Respectfully submitted, c:::I.':!essional Service Industries, Inc. cc: LEGO LAND ( 4) ; BERNARD BROTHERS, H. 0. K, , CITY OF CARLSBAD o~~ ~ DAVID J Y~, RC THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES.TESTED AND MAY NO_T BE INDICATIVE OF THE ENTIRE CONCRETE Pl:ACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. DIS TRI C MANAGER PSI A-200-4 (4)F Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San-Diego, CA 92121 ~ Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESrATES. INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 November 25, 1997 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-94 LOCATION OF PLACEMENT TYPE A-4 CLEAN-OUT J;,1:NE AOA STATION 11+54. 68 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % November 18, 19~7 02:15 am 4 AIR TEMPERATURE, °F 71 CONCRETE TEMPERATURE, °F 73· DATE RECEIVED IN LAB November 19, 1997 FIELD DATA SUBMITTED BY PSI\DEREK PETERSON MIX DATA SUBMITTED BY SUPPLIER SUPPLIER DELIVERY i"ICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE N?.U:~AEruCAllLE.ASIM.9.IANDARO§~l.!NLE.S§_Q.1f:IE8.VYl~UNll.lJ,AU:D:m.U.Me;..c.i&9.Q.a-.Biru::.QlilfNT· C231-91b· TEMPE\3/ITl)RE· c1064-Bq(~ COMPRESSION TEST RESUI,. TS ASTMC39-94 PREMIXED CONCRETE 3238511/ 3250 psi SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY. IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST --- 1583.8 A 3 11/21/~7 15838 B 7 11/25/97 15838 C 28 12/16/97 15838 D 28 12/16/97 SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto(s representative. LOAD DIAMETER (LBS;) 62000 123000 144000 142000 ·cylinders picked up by PSI X representative. (IN.) 6.00 6.00 6.00 6.00 Cylinders delivered to PSI laboratory. TECHNICIAN: DEREK PETERSON AREA STRENGTH (SQ. IN.) (PSI) · TYPE OF BREAK 28.27 2190 Cone 2-8.27 4350 Cone 28.27 5090 Cone 28.27 5020 Cone 3250 .. Test results comply with applicable X specifications. Test results do not comply with ··~o·NFoRMS Respectftilly submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.o:K., CITY OF CARLSBAD s-~~i~hal Servirce Industries, Inc. THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY eROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200--4 (4)F DAVID . RY~, R DIS TR MANAGE Information To Build On Professional Service Industries, Inc. • 6fl67 Nc!ncy Ridg_e· Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ~STATES INC 5600 AVENIDA ENCINAS SUITE 1.30 CARLSBAD, CA 92008 November 25, 1.997 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1. OUR REPORT NO.: 059-70202-93 LOCATION OF PLACEMENT TYPE A4 CLEAN-OUT LINE 4 TO A STATION 20+1.4 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % November 1.7, 1.997 01.:1.5 pm 4 1/2. AIR TEMPERATURE, °F 70 CONCRETETEMPERATURE, °F 74. DATE RECEIVED IN LAB November 1.8, 1.997 FIELDDATASUBMITTEDBY PSI\DEREK PETERSON MIX DATA SUBMITTED BY SUPPLIER SUPPLIER PREMJ;XED CONCRETE DELIVERY TICKET NO./TRUCK NO. MIXNUMBERANDPROPORTIONS 3238511/ 3250 psi CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOJE:1,efLICAQlEA~NOABO~.UNllaS.&.Qil:IJ;~JilllOLCAJJ;O.:..:;kUMf::.C.W.:iQa:.AIB.CQ1ilENI· C23,·_91b' TJ;MPERATURE:J<l.Oli&IU LABORATORY NUMBER 15835 1.58~5 15835 1.5835 SPECIFICATIONS REMARKS: COMPRESSION Tl:ST RESULTS SPECIMEN TEST IDENTIFICATION AGE DATE OF OR SET NO. (D.AYS) TEST A 3 11/20/97 B 7 11/24/97· C 28 12/15/97 D 28 12/15/97 28 X Cylinders made by PSI represent~tive. Cylinders made by Architect's or Contractots representative. ASTMC39-94 : TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) . 82000 6.00 114000 6.09 142000 6.00 140000 '6 .00 .. Cylinders picked up by PSI X repres~ntative. _ Cylinders delivered to PSI laboratory, TECHNICIAN: DEREK PETERSQJ.'1 CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.)· (PSI) · TYP.E OF BREAK 28.27 2900 Cone 28 .. 27 4030 Cone 28.27. 5020 Cone 28.27 4950 Cone .• 3250 .. X Test results comply with applicable specifications. Test results do not comply with applicable specifications. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD PSI A-200-4 (4)F Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ri<;lge Drive, Suite E • San Diego; CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE;. COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLANP THEME PARK CARLSBAD, CALIFORNIA DATE: FIELD DATA: CARLSBAD, CA 920.08 November 21, .1997 REVISION #1 OUR REPORT NO.: 059-70202-82 LOCATION OF PLACEMENT TYPE G INLET LINE C11B STATION 12+28 SET #4 DATE PLACED TIME November 12, 1997 Q2:15 ptn SUPPLIER PREMIXED CONCRETE DELIVERY TICKET NO.irRUCK NO. SLUMP, IN. 4 MIX NUMBER AND PROPORTIONS 3238511/ 3250 psi AIR CONTENT, % AIR TEMPERATURE, °F 75 CONCRETE TEMPERATURE, °F 7 6 DATE RECEIVED IN LAB November 13, 1997 FIELD DATA SUBMITTED BY PS·I\DEREK P:11:TERSON MIX DATA SUBMITTED BY SUPPLIER CEMENT WATER FINE AGGREGATE COARSE AG~REGATE ADMIXTURE NO.TJ::.AeeLIChBLE.ASIM.SJ"AfroABQ.WNL.~~...P.Il:IEBW!S.E.INDJC.AIEQ:j)J.V~~@lilflil; C231·91b· TEM_PERAJURE· CJ064-86@.~ SPECIMEN TEST LABORATORY IDENTIFICATION AGE. DATE OF COMPRESSION TEST RES UL TS ASTMC39-94 TOTAL CYLINDER LOAD DIAMETER CYLINDER COMPRESSIVE ' AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.)· (IN.) (SQ.IN.) (PSI) · TYPE OF BREAK - 15808 A 3 11/15/97 15808 B 7 11/19/97 15808 C 28 14,/10/97 15808 D 00/00/00 SPECIFICATIONS 28 REMARKS: -~-Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. 93000 97000 125000 Cylinders picked up by PSI -~ representative. 6.0Q 6.00 6.00 Cylinders delivered to-PSI. laboratory. 28.27 3290 Cone 28.27 3430 Cone ;28.27 4420 Cone 3250 Test results comply with applicable X sp_ecificalions. Test results do not comply with applicable specifications. ~-c-. , cf\~f\J,::, TECHNICIAN: DEREK PEl'ERSON coN lReWtl1y\ubmitted, fessi(!n~I e ice lndti cc: LEGOLAND (4), BERNARD BROTHERS, H.6.K., CITY OF CARLSBAD , . • IA~OII-"'-' DAVID J. AN, RCE THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. DISTRICT MANAGER PSI A-200-4 (4)F Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge prive, Suite E , San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 November 21, 1997 PROJECT: ~EGOLAND THEME PARK CARLSBAD, CALIFORNIA Permit# 97-1460 REVISION #1 OUR REPORT NO.: 059-70202-81 LOCATION OF PLACEMENT CURB & GUTTEl:l GUEST Pl\RKING SOUTHEAST SET #3 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY November 12, 1997 02:00 pm 2 75 77 November 13, 1997 PSI\DEREK PETERSON SUPPLIER 'SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER · FINEAGGREGATE COARSE AGGREGATE ADMIXTURE SUPERIOR READY MIX 560-C/ 3250 psi COMPRESSION TEST RES UL TS ASTM-C39-94 .. LABORATORY NUMBER 15810 15810 15810 15810 SPECIFICATIONS REMARKS: SPECIMEN TEST IDENTIFICATION AGE DATE O_F OR SET NO. (DAYS} TEST A 7 11/19/97 B 28 12/J.6/97 C 28 12/10/97 D 28 X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto~s representative. · TOTAL CYLINDER LOAD DIAMETER (LBS.} (IN) · 100000 6.0.0 143000 6.00 13.9000 6.00 Cylinders picked up by ·ps1 . .K. represenlalive. Cylinders delivered to PSrtaboratory. TECHNICIAN: DEREK PETE,RSON CYLINDER , COMPRESSIVE AREA STRENGTH (SQ.IN.} (PSI} TYPE OF BREAK 28.27 3540 Cone 28.27 5060 Cone 2.8 .27 4920 Cone 3250 X Test re~ults comply with applicable specification~. Test results do not comply with applicable specifications. co h\.f.cQ~!::5 cc: LEGOLAND (4), BERNARD BROTHERS, H .. O.K., CITY OF CARLSBAD . • . li~ofessiq~al Se ice Ind . . ~ DAVID J YAN, RC THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES·TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REP.RODUCED. EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. DI s TRI C MANAGER PSI A-200-4 (4)F Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455~0544 • Fax 619/455-1170 TESTED FOR: DATE: REPORT OF CONCRETE COMPRESSION TE:ST MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 November 21, -19.97 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA Permit# 97-1460 REVISION #J:. OUR REPORT NO.: 059-70202-80 -==============================::::================== FIELD DATA: LOCATION OF PLACEMENT CURB -~ GUTTER GUEST PARKING NORTH-S SET #2 DATE PLACED TIME November 12, 1997 11:45 am SUPPLIER SUPERIOR READY MIX DELIVERY TICKET NO.ffRUGK NO. SLUMP, IN. 1 1/2 MIX NUMBERAND·PROPORTIONS 560-C/ 3250 psi AIR CONTENT, % CEMENT AIR TEMPERATURE, °F 75 WATER CONCRETE TEMPERATURE, °F 78 DATE RECEIVED IN LAB November ,13, 1997 FINE AGGREGATE COARSE AGGREGATE ADMIXTURE FIELD DATA SUBMITTED BY PSI\DEREK PETERSON MIX DATA SUBMITTED BY SUPPLIER COMPRESSION TEST RESULTS SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 15809 1A 7 l'i,./19/97 15809 B 28 12/10/97 15809 C 28 12/10/97 15809 D SPECIFICATIONS 28 REMARKS: -~ Cyli~ders made by PSI representative. Cylinders made by Architect's.or Contracto~s representative. ASTM C39-94 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 10200_0 6.00 135000 6.00 130000 6.00 Cylinders_ picked up by PSI X representative. Cylinders delivered to PSI laboratory. CYLINDER COMPRESSIVE _AREA STRENGTH (SO._IN,) (PSI) TYPE OF BREAK 28.27 3610 Cone 28.27 4780 Cone 28.27 4600 Cone 3250 Test results comply with applicable X speciJications, Test results do not comply with ...,:_._ applicable specifications • TECHNICIAN: DEREK PETERSON . r NfORhi\5 C Q Respectfully submitted, 5~fi-essio .. n?ll S. e~·c.e Indus cc: LEGOLAND { 4) , BERNARD BROTHERS, H. 0. K. , CITY OF CARLSBAD IA~IIMl-"-- THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. DAVID J • AN I RCE REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. DIS TRI CT "MANAGER PSI A-200__. (4)F Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, ·Suit~ E • S1m Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES ·INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 November 21, 1997 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA Permit# 97-1460 REVISION·#l OUR REPORT NO.: 059-70202-79 LOCATION OF PLACEMENT CURB & GUTTER GUEST PARKING NORTH"-C. SET #1 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % November 12, 1997 09:00 am 2 AIR TEMPERATURE, °F 7_3 CONCRETETEMPERATURE, °F 77 DATE RECEIVED IN LAB November 13, 1997 FIELD DATA SUBMITTED BY PSI\DEREK PETERSON MIX DATA SUBMITTED BY SUPPLIER SURPJ_IER · SUPERIOR READY MIX DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS 560-C-3250/ 3250 psi CEMENT WATER FINE A~GREGATE COARSE AGGREGATE ADMIXTURE COMPRl;SSION TEST RES UL TS SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST -- 15811 A 7 11/19/97 15811 B 28 12/10/97 15811 C 28 12/10/97 15811 D 28 12/10/97 SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto(s representative. ASTMC39-94 TOTAL CYLINDER LOAD DIAMETER (LBS.) ·(IN:) 10500.0 6.00 J,38000 6.00 135000 6.00 Cylinders ·pic~ed tip by P~I X representative. Cylinders delivered to PSI laboratory. TECHNICIAN: DEREK PETERSON CYLINDER COMPRESSIVE AREA. STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28 .• 27 3710 Cone 28.27 4880 Cone 28.27 4780 Cone 3250 .. Test results comply with applicable X specificiitions. Test results do not coniply with applicable specifications. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ~ssiqnal Service Industries, Inc. ·oO~~#~ THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY.NOT BE INDICATIVE OF TH·e ENTIRE CONCRETE PLACEMENT, REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRl~S,.INC., PSI A·200~ (4)F DAVID J. , R~ErJ DISTRICT AGER Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E ~ San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, .CA 92008 PROJECT: LEGOLAND THEME PARK, CARLSBAD, CALIFORNIA Permit# 97-1460 November 19, 1997 -·=========================================== DATE: REVISION #1 OURREPORT NO.: 059-70202-75 FIELD DATA: LOCATION OF PLACEMENT PARKING· LOT C-µRB & GUTTER @ GUEST· PARKING SOUTHEAST CORNER CENTER SET #3 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY November 07, 1997 12:00 pm 2 76 81 November 10, 1997 PSI\D~REK PETERSON AMERICAN CONCRETE SUPPLIER DELIVERY TICKET NO.frRl:JCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NO.I.E...Aeeui:Alll.E.ASIM.rnDABl2S UNLESS OTHERWLSJilllQICAil?°' SL\JMP· C14,3-9Da··AIB CONWNT-C231-9)b' TEMPERATURE· C1D64-86{93) COMPRESSION TEST RES UL TS ASTM C39-94 SUPERIOR READY MIX 560-C/ 3250 psi SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 15799 A 7 11/14/97 15799 B 28 12/05/97 15799 C 28 12/05/97 SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. LOAD DIAMETER (LBS.) 8'7oo·o 130000 ;I.26000 Cylinders picked up by PSI X representative. (IN.) 6.00 6.00 6.00 Cylinders delivered to PSI laboratory. TECHNICIAN: DEREK PETERSON AREA STRENGTH (SQ.IN.) (PSI) · TYPE OF BREAK 28.27 3080 Cone 28.27 4600 Cone 28.27 4460 Cone 3250 Test resLilis comply with applicable X · specifications. Test results do not comply with applicable specifications. coli\:2~~s Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H..O.K., CITY OF CARLSBAD ~~' /2 THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES.TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT .WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DAVID J. , RCE DISTRICT AGER r Information To Build On Professional Service Industries, Inc. • 686TNancy Ridge Drive, Suite E • San Oiego, CA 9~121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES.INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 November 191 1997 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA Permit# 97-1460 REVISION #1 OUR REPORT NO.: 05.9-70202-74 LOCATION OF PLACEMENT PARKING LOT CURB & GUTTER AT EMPOYEE PARKING SOUTHEAST CORNER SET #2 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % November 07, 1997 10:00 am 2 AIR TEMPERATURE, °F 74 CONCRETETEMPERATURE, °F 78· DATE RECEIVED IN LAB November 10, 1997 FIELD DATA SUBMITTED BY PSI\DEREK, PETERSON MIX DATA SUBMITTED BY SUPP:f.,IER SUPPLIER SUPERIOR READY MIX DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS 560-C/ 3250 psi CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOJ.E:.AfELICA8J.E.AS.IM.MANOABl2SMIL™ OTHERW/SE INDICATED· SLUMP· C143,90a· AIR CO!iJENI' C231-91 b· TEMPERATURE· c1064-86( LABORATORY NUMBER 15798 15798 15798 SPECIFICATIONS REMARKS: COMPRESSION TEST RESULTS SPECIMEN TEST IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST A 7 11/14/97 B 28 12/05/97 C 2.8 12/05/97 28 X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto(s representative. ASTM C39-94 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 92000 6.00 115000. 6.00 ·114000 6.00 · Cylinders picked·up by PSI X reprl!sentative. Cylinders delivered-to PSI laboratory. TECHNICIAN: DEREK PETERSON CYUNDER COMPRESSIVE AREA STRENGTH (S_O.IN.) (PSI) · TYPE OF BREAK 28.27 3250 Cone 28.27 4070 Cone 28.27 4030 Cone X 3250 Test results comply with applicable specifications. Test results do not comply with applicable specifications. · .......... 0-o~",s ""'\.Q\'·' ~ r,,, C · U "I ~espectflilly submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.o.It:, ~ITY OF CARLSBAD »;:;~/ Servic~ ln~dustries, Inc. THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF ·THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DAVID J. , RCE DISTRICT AGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy·RidgE1 Qrive, Suite E • San DiE1go, CA9?121 • Phone 619/455-0544 • Fax 619/455-1170 . . . REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 November 19, 1997 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA Permit# 97-1460 REVISION #1 OUR REPORT NO.: 059-702.02-73 LOCATION OF PLACEMENT PARKING :r,oT CURB & GUTTER @ PHYSICALLY CHALLENGED SPACES NORTH-EAST CORNER SET #1 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F November 07, 1997 07:15 am 2 70 CONCRETE TEMPERATURE, °F 73 DATE RECEIVED IN LAB November 10, 1997 FIELD DATA SUBMITTED BY PSI\DEREK PETERSON MIX DATA SUBMITTED BY SUPPLIER SUPPLIER SU:!?ERIOR READY MIX DELIVERY TICKET NO.frRUCK NO. MIX NUMBER AND PROPORTIONS 5 6 0-C / 3 2 5 0 psi CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOJ.E;.Aeel.LCAB.LE ASTM STANDARDS.!llil.~l:Bl'llls.EJND.ll,.Al.EQ:.Sl._WP· C143:QD•: AIB, COl:lTENJ' 9231_,il1 b; TEMPERATURE• c1064-86(!13) SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 15797 A 7 15797 B 28 15797 C 28 SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTM C39-94 .. TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 11/14/97 98000 6.00 12/05/97 120000 6.00 12/05/97 124000 6, o.o REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI' X representative. · Cylinders made by Architect's.or Contracto(s representative. Cylinders delivered to PSI laboratory. TECHNICIAN: DEREK PETERSON CYLINDER COMPRESSIVE AREA SJRENGTH (SQ.,IN.) (PSI) . TYPE OF BREAK 28,27 3470 Cone 28.27 4240 Cone 28.27 4390 Cone 3250 Test results comply with applicable X specifications. Test results do not comply with applicable specificl!tions. ~fO MS . CO Respectfully submitted, C. ITY OF CARLSBAD C\_ ro;:~ss~.~~mi ;II Serv1.·ce{rlndustries, Inc. cc: LEGOLAND (4), BERNARD BRQTHERS, H.O.K., fl~. DAVID J. AN, RCE THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. DIS TRI C AGER PSI A-200-4 (4)F Information To Build On Professional Service Industries, Inc.• 686? Nancy Ridge Drive, Suite.E •.San piego, CA 921?1 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 November 03, 1997 PROJECT: LEGOLAND THEME PARK CA,RLSBAD, CALIFORNIA REVIS ION #'1 OUR REPORT NO.: 059-70202-57 LOCATION OF PLACEMENT G INLET LINE C 1'3: STA+"ION 12+03. 09 0 1 TO 8 1 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F October 28, 1997 03:00 pm 3 76 CONCRETE TEMPERATURE, °F 84 DATE RECEIVED IN LAB Octobe;i::-29, 1997 FIELD DATA SUBMITTED BY PSI\DEREK PETERSON MIX DATA SUBMITTED BY SUPPLIER SL/PPLIER DE;LIVERY TICKET.NO.ffRUCK NO. MIX NUMBER AND-PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NQIE:..AP..PLICABLE ASTM STANDARDS UNLESS OTHEBWll/E _INDICATED· SLUMP· C14?·90a· AIR CONTENT-c231.91 b··IEMPERATURE· C1 ®4·88(!13,l - COMPRESSION TEST RESULTS ASTMC39-94 PREMIXED CONCRETE 105949 3238.511/ 3250 psi SPECIMEN TEST DATE OF TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN.) (PSI) TY.PE OF BREAK 15686 A 3 10/31/97 100000 6.00 28.27 3540 Cone 15686 B 7 11/04/97 129000 6.00 28.27 4560 Cone 15686 C 28 11/25/97 158000 6.00 28 .. 27 559.0 Cone 15686 D 28 11/25/97 160000 6.00 28.27 5660 Cone SPECIFICATIONS 28 3250 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. · Test results comply with applicable X specifications. Cylinders made by Architect's or Contracto~s representative. Cylinders delivered to PSI laboralory. TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE RE~RODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSIOI'{ BY PROFES~IONAL SERVICE INDUSTRIES, INC, PSI A-200-4 (4)F Respectfully submitted, 5-::::;._ Se~ce Industries, Inc. DAVID!!.T DISTRI~AGER Information To Build On Professional Service Industries, Inc. • 6!367 Nf.).ncy Ridge Drive, Suite E • Sf.J.n piego, CA 92121 • Phone 61.9/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC. 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA ~2008 October 30, 1997 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-48 LOCATION OF PLACEMENT TYPE G BOX INLET BASE STA.TJ;ON 12+03 .... ~: DATE PLACED TIME SLUMP, IN. AIR CONTENT, % Octobe~ 24, 1997 02:00 pm 6 77 AIR TEMPERATURE, °F CONCRETETEMPERATURE; °F 74 DATE RECEIVED IN LAB October 27, 1997 FIELD DATA SUBMITTED BY PSI\DEREK PETERSON MIX DATA SUBMITTED BY SUPPLIER SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE PREMIXED CONCRETE 3233502/ 3250 psi 6.12 SACK NQIE:.Ae.el.lCABLE ASTM STANDARDS UNLESS OTHERWISE INDIC.AIE~Oa· AIB CONTENT· C23i-a1b• TEMPERATURE· C1064-86(93l COMPRi;SSION TE$T -R-ESULTS ASTM C39-94 SPECIMEN TEST TOTAL CYLINDER LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN:) 15630 A 3 10/27/97 61000 6.00 15630 B 7 10/31/97 79000 6.00 15630 C 28 11/21/97 108000 6.00 15630 D 28 11/21/97 110000 6 .-00 r SPECIFICATIONS 2-8 REMARKS: X Cylinders made by PSI representative. Cylinders picked'up by PSI X representative. Cylinders made by Architect's or _ Contracto(s representative. ---Cylinders delivered to PSI laboratory. TECHNICIAN: DEREK PETERSOij CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK 28.27 2160 Cone 28.27 2790 Cone 28.27 3820 Cone 28.27 3890 Cone 3250 Test results comply with applicable X specifications. Test results do not comply with _ applicable specifications._ _ s coNroRN\ _ Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.b.K., CITY OF CMLSBAD ri..:J~. " ~--P;~es .. s_·,~·an Jal S ~ice In THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. DAVID Ji • YAN I RC REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY, PROFESSIONAL SERVICE INDUSTRIES, INC. DIS TRI MANAGER Information To Build On PSI A-200-1 (4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite I; • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 Page_1_of_ INSPECTION REPORT CLIENT Lc&o l.4-,vp DATE z-.'Z..-7 -'i ti$ Architect ________ __... ___ --'-------,--- Engineer _____________________ _ Contractor. B c-OUY i91U? s B ~ n+t::01--:!> --. INSPECTION MA T'L SAMPLING . QTY _QSHPD __ Concrete Cyli11ders --__ OSA ___ Cement -- ~pecialty __ Mortar Samples -- __ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms __ Roofing __ Masonry Block --__ concrete __ Fireproofing --__ Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing --- __ Pile Driving _. _ Reinf. Steel -- __ Fireproofing __ Steel ---- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other __ Batch Plant __ Other __ Bolt Pull-Out __ Other --.. REMARKS -:?.., T:J4::'b L c;r:. r:k1 A: f "'5)_. j> 12-o . .J C;D;-Z:: 4:l'vD PROJECT (Name) . L-tm o l-,t-,v'.t;> (Address) l°A-fLk$ ~AO M, REPORT NO. os1-:t ot..93,,,,. -3,;l;;i... Building-Permit No.~~..,,..__'A~---'----------- Plan File No·---------'----------- Govt. Contract No.----'------------ OSA or OSHPD #------------- Other_~----------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST ___ Rinf.: Rebar, ....K Plan & Specs me:, e:. s __ Rinf.: W.W.F. _ Clearances __ Rinf.: Tendons. _ Positions __ Cone.: Mix #/psi __ Sizes ___ C~>nc,: Mix #/psi-_Laps . ___ Cone.: Mix #?psi _ Future Continuity #/psi __ -_ Grout: Mix #/psi _ Consolidatio __ Mortar: Type/psi _ Mortar Batching __ Units: Block . · _ Electrode Storage __ Units: Brick __ Torque Applied __ Steel _H.S.Bolts __ Metal Decking . __ Electrodes . __ Fireproofing __ Other ___ Corrective action required __ ___ Corrections completed /!o Nll IV l,,\ l ::fS CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the-reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME J:2~ 7 Y~'S.2 nJ CERT. NO. ________________ _ (Print Clearly) - INSPECTORSIGNATUR;-e. A? V ~ PSI-B-900-170(2) - DATE. 2.-Z 7-,: 'f, ~., l,r.!:i!!!J Professic;,nal Service Industries, Inc. American Engineering Division INSPECTION REPORT PageLof_L_ Project Name (per plans) ---'L=tlk'-"""'-O-=c-_LA-~.;....,.._,,_t::>"'--_-,-,--_-,--_____________________ _ Inspection Date 5 5 I ,,...,. Inspector's Namek,~~d:.==~"t:,i.2~:::S~;;;::2~--...,.--.-'~-- PS1 B-900-171 Page_1_of_ INSPECTION REPORT CLIENT L.@o ut1172 DATE-~2~-~z..=b--~~~g.._ ____ _ Architect ______________ ---'----------- Engineer ______________ '-'------ Contractor 6fi'Y?/1.111:t1-t'> s INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders -- _OSA __ Cement -- ~Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block __ concrete __ Fireproofing---__ Masonry __ Units (block or brick) ---- __ struct Steel ___ Asphalt Concrete --- __ Prestress Cone __ Roofing ---__ Pile Driving __ . Reirif. Steel __ Fireproofing __ Steel -- __ Waterproofing __ H.S.Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ $oils Technician __ Other __ Batch Plant ~Other Jh~r. ·z PROJECT (Name) Llfl-.p Yl:IV·t":> (Address) &#t-6 iadr'> &t. REPORT NO. QSf-ZoLaz Building Permit No. _____________ _ Plan File No, ___________________ _ Govt. Contract No. _______ _.._ ______ _ OSAorOSHPD#------------- Other __ -________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar ..k. Plan & Specs bZ.toG.,5 ___ Rinf.: W.W.F. _ Clearances __ Ririf.: Tendons . _ Positions __ Cone.: !vfix #/psi ___ Sizes __ Cone.: Mix #/psi _Laps ___ Cone.: Mix #/psi _. _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation· ___ Mortar:T-ype/psi _ Mortar Batching ___ Units: Block _ Electrode Storage _._ .Unit~: Brick _ Torque Applied __ Steel _ H.S. Bolts - ___ · Metal Decking __ Electrodes __ Fireproofing - _ ....k: Other $'£2. Z'!M:z:;5, Zil£&. Corrsctive action required __ __ Bolt Pull-Out ---Other _ -----· t:1:1.t.~" '2 ,._,; • _ Corrections completed REMARKS lJa4:ttY_ Mt9:ltY 4:Z:: Pc <"1: c fJi1"l> .P t,t?«:: d CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This ·report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE,a.~:::::.....\--+:~.,_g.::,,.:::.,.....~==:==:::;;, PSl·B-900-170(2) CERT. NO,--,-______________ _ DATE 2;· ~-f !c?. r.:u;;J ,~ Profession"I Service Industries~ Inc. American Engineering Division INSPECTION .REPORT Page+off- Project Name (per plans)-L'-':.L;t'TT:2:U..:.!.s.9rL·,.__,/.L_A:!:r.L..·,v~,>~---------,,.,....--------'----------- Inspection Date Inspector's Name-1,,.,o:::::.._4.,LJ-....,i:.._~~~----==-------~- PSI B-900-171 P. ?.s Page_1_of_ INSPECTION REPORT CLIENT l<llPo LA:tV"w DATE Z -2..s-9 PS Architect __________________ _ Engineer _______ -'--------,.------'--- Contractor. .ic.f7Lt'Vt4Lt> 5 INSPECTION MA T'L, SAMPLING QTY __ OSHPD __ Concrete Cylinders -- _OSA __ Cement --..k Specialty -__ Mortar Samples -- __ Mechanical __ Grout Samples --- __ Electrical __ Masonry ·Prisms ---- __ Roofing __ Masonry-Block --__ Concrete ___ Flreproofing __ Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete ---- __ Prestress Cone . __ Roofing -- __ Pile Driving ___ Reinf. Steel -- __ Fireproofing . ___ Steel -__ Waterproofing __ H.S. Bolts --__ Non-Destructive ___ Tendon (PT Strands) __ Soils Technician __ Other --__ Batch Plant __ Other -- __ Bolt Pull-Out _-_Other ---- REMARKS Tc< c-aN s J:]Lu c....n a N P L,-t4 L c:ES> ::z:::o PROJECT (Name) //472 o vt"""P (Address) Ceiu.,sa@ -Ca. ' _,.? 'tr) REPORT NO. c:, $ '; -7 0'2-c::, "'\... )=-'U Building Permit No. ___,M..:,7,c..0,.;._""l-'------------- Plan File No·-------,----........,.------ Govt. Contract No.-------------- OSA or OSHPD #---'-------------- Other _____ .,._ _____________ _ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar _:L Plan & Specs -oz c,,C,.,S : ' __ Rinf.: W.W.F. _ Clearances __ Rinf.: Tendons _ Positions __ Cone.: Mix #/psi Sizes ' __ Cone.: Mix #/psi ___ Laps f __ Cone·.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation i __ Mortar: type/psi _ Mortar Batching __ Units: Block _ Electrode Storage I __ Units: Brick _ Torque Applied ! __ Steel I ___ H.$. Bolts I __ Metal· Decking ---Electrodes I ___ Fireproofing __ Other _ Corrective action required __ _ Corrections completed . CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This repqrt covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTORNAME~~ ? Pc~ CERT. NO. ______________ _ (Print Clearly) A INSPECTOR SIGNATUR;-;z~ p?._, _ "¥ ~ _-: PSI-B-900-170(2) , Page_1_of_ INSPECTION REPORT CU ENT 1..t& o t,_,.,,..,,, 1"";> DATE z.~z...s -9 :fS Architect _______________ -'------'-- Engineer ______________ -___ _ Contractor ""i3l;;{"l'2..rl,.,-412 t> s B (2 ,:,'I:f::t<:m---.5 INSPECTION MAT'LSAMPLING QTY -OSHPD :::::.C:--Concrete Cylinders ~ _OSA __ Qement -- ~pecialty __ Mortar Samples __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms -- __ Roofing __ Masonry Block -- ~oncrete __ Fireproofing --__ Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone ___ Roofing -- __ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel -- __ waterproofing __ H.S. Bolts --. __ Non-Destructive __ Tendon (PT Strands) --· __ Soils Technician ___ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out . __ Other --·. REMARKS A N <.Z:ZcS. a,,.J PROJECT (Name) Lc&o 1--t'f-&(k, (Address) t'dtLts it4b &4 , REPORT NO. OS 1, 1 ou, 2,--.3;)o !}- ·Building Permit No. _9:.L-£.7_ .. --'3..c-=2,'-''-t'-'2'-------"------ Plan File No, ________________ _ . Govt.·Contract No.--------------- OSA or OSHPD #-----------'--- Other __________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST -__ Rinf.: Rebar . · ~Plan & Specs _ Rinf.: W.W.F." _ Clearances ___ Rinf.: Tendons _ Positions .2s:.:: Cone.: Mix #/psi Y@O _Sizes __ Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi· _ Consolidation __ Mortar: Type/psi _ Mortar Batching _ -Units: Block _ Electrode Storage __ Units: Brick ___ Torque Applied _Steel _H.S.Bolts _. Metal Decking _ Electrodes __ . Fireproofing _ Other _ Corrective action required __ _ Corrections completed .. C::::.00:C:1 JY G:.$, ON<£· Cd:SrX: l?v <2<1 AJC..2 CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE_..,,.c....._4+--4:-,,...,...,...,,...f:':.....1oo::;.;.;,-,,...,.,,,,~~ PSI-B-900-170(2) CERT.NO. OSS fflfl/-S:e --= :pr'=.:--::-__ ::: Page_1_of_ . INSPECTION REPORT CLIENT· L-87.,-o lA-zv:n DATE--~~--~-~_,_-_7,._;;:s'--___ _ Architect _________ __...___,, _______ _ Engineer __________________ __; Contractor. JS i:fl'2.A, A ILt:> s INSPECTION MAT'L SAMP!JNG QTY __ QSHPD _. _ Concrete Cylinders -- _QSA __ Cement . - ~pecialty __ Mortar Samples -- __ Mechanical ___ Grout Samples -- __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block --__ Concrete __ Fireproofing --__ Masonry ____ Units (biock or brick) --__ Struct Steel __ Asphalt Concrete ' -__ Prestress Cone _-_Roofing --- __ Pile Driving __ Reinf. Steef --__ Fireproofing __ Steel -- __ Waterproofing ___ i-1.S. Bolts -- _-_Non-Destructive __ Tendon (PT·Strands) ,, __ Soils Technician __ Other -- __ Batch Plant _·_Other ---- __ Bolt Pull-Out __ Other -- REMARKS PROJECT (Name} Lt51:zo Vl-N i> (Address} <'-.d-,u.,s e,., ,2:;, Ce REPORT NO. <2.S: c;, -2 o 2-0-z,,_ Building Permit No. --.Lrt./>o!,~'-''-'----'----------- Plan·File No,--,----'------------ Govt. Contract No.-------------- OSA or OSHPD #-------------- Other_-'------------------ MATERIAL DESCRIPTION INSPECTION CHECKLIST · __ Rinf.: Rebar _ Plan & Specs _· _ Rinf.: W.W.F. _ Clearances __ Rihf.: Tendons _. _ Positions __ Cone.: Mix #/psi _Sizes ___ Cone.: Mix #/psi-_Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi . _ Consolidation __ Mortar: Type/psi _ Mortar Batching __ Units: Block __ _ Electrode Storage __ Units: Brick _ Torque Applied ___ Steel '--H.S. Bolts __ Metal Decking __ Electrodes __ Fireproofing __ Other _ Corrective action required __ _ Corrections completed ~Ire:: '2:30 -C,..Lt£?9,v,rv <;:, µP F Ole.. -I?&, tY CERTIFICATION OF COMPLJANCE: To the best of our knowledge, all of the reported Work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the w9rk inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAM~;;:~~·~ INSPECTORSIGNA=E=,=~~=. :=: PSI-B-900-170(2) -. CERT. NO. _______________ ~ DATE~,--.-. ?,--'Lo~ -2 g Page_1_of _j_ INSPECTION REPORT DATE :Z--Z..3-'ig Architect ____________________ _ Engineer ____________ ~-'------- INSPECTION MA T'L_ SAMPLING QTY _OSHPD __ Concrete Cylinders -- _OSA __ Cement -- ~Specialty __ Mortar Samples __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block -- __ Concrete __ Fireproofing -- __ Masonry __ Units (block or brick) __ Struct Steel __ Asphalt Concrete --- __ Prestress Cone _-_Roofing -- __ Pile Driving __ Retnt, Steel -- __ Fireproofing ___ Steel --- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive ___ Tendon (PT Strands) -- __ Soils Technician ___ Other -- __ Batch Plant __ Other --- __ Bolt Pull-Out __ Other REMARKS PROJECT (Name) La" ltt-r£D (Address) 6,-a.u,.~ <!-.-4. REPORT NO. oss--7 m,.o:z -3/8 Building Permit No. -~A/'71->C--'-fl __________ _ Plan File No·------------,----- Govt. Contract No.----'--,------------- OSA or 0$HPD #---------------- Other------------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST '--_ Rinf.: Rebar -~ Plan & Specs __ Rinf.: W.W.F. _. _ Clearances ___ Rinf.: Tendons _ Positions __ Cone.: Mix #/psi _Sizes __ Cone.: Mix #/psi _Laps ___ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching __ Units: Block _ Electr~de Storage __ Units: Brick: ___ Torque Applied __ Steel ___ H.S. Bolts __ Metal Deqking __ Electrodes __ Fireproofing __ Other _ Corrective action required __ _ Corrections completed _CLo@--JNdDtv b S:n+n o,..J # o/ '-1-t 7 9 s-n+-n o,v -#= '1 o -+-7 o _ '4:r:: CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE__i.;_....::=.....,.1-...,i;,..~..::,...i.,,c;..,,..,,.,..,.,...,...,;=- Ps1-e-soo-110<2) CERT. NO ..... --------''------------- DATE, __ ;?-2. 3 -9 g REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 January 13, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-185 LOCATIONOFPLACEMENT TYPE B CURB I~ET LINE C STATION 37+24.40 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % January 06, 1·998 02:45 pm 4 AIR TEMPERATURE, °F 65 CONCRETE TEMPERATURE, °F 77 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY January 07, 1998 PSI\DEREK PETERSON SUPPLIER SUPPLIER PREMIXED CONCRETE DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS 3238511/ 3250 psi CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASTM STANDARDWNLESS OTHERWISE INDICATED· SLUMP· CH3-90a: AIR CONTENT· C23Hl1 b· I!OMPERATURE.-C1 p0HO(i3! . COMPRESSION TEST RESULTS ASTMC39-94 SPECIMEN TEST TOTAL CYLINDER LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) 16163 A 3 01/09/98 930.00 6.00 16163 B 7 01/13/98 110000 6.00 16163 C 28 02/03/98 124000 6.00 16163 D 28 02/03/98 121000 6. o:o SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X l'!)presentative. Cylinders made tiy Architect's or Contractofs representative. _ Cylinders delivered to PSI laboratory. TECHNICIAN: DEREK PETERSON CYLINDER COMPRESS NE AREA STRENGTH _(SQ.IN.) (PSI) TYPE OF 1:!REAK 28.27 3290 Cone 28.27 :3'890 Cone 28.27 4390 Cone 28.27 4280 Cone 3250 Test results comply with applicable X specifications. Test results do not comply with CONFORMS cc: LEGO LAND ( 4) , BERNARD BROTHERS, H. 0. K. , CITY OF CARLSBAD Respectfully submitted, &:::i'. Se,vice Industries, Inc. DAVID!!,~ THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REP,RODUCEO, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION !3Y PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-C (4)F DISTRI~AGE:cf Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 January 13, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #2 OUR REPORT NO.: 05·9-70202-184 LOCATION OF PLACEMENT CONCRETE TOPPING OVJ;:R METAL DECKING @ SOUTHWEST CORNER OF MEZZAMINE AT MAINTENANCE BUILDING PERMIT# 97-2120 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY January 05, 1998 11:4·0 am 4 January 06, 1998 PSI\CARLOS HERNANDEZ SUPPLIER SUPPLIER DELIVERY TICKET NO.ffRL}CK NO. MI.X NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE. ADMIXTURE NOTE:.AP.ELICABLEASIM.SIANDABQS,!.J~LE.S_6..QIJjEBWJ.SE.lliRICAIE!l;.Sl.l.!Me;J;ill.:2Jla;.AIR.C.OfilENT· C231;91b: TEMPERATURE· C1061-8~(93)~~ • . SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) -· .. 16131 A 7 16131 B 28 16131 C 28 16131 D SPECIFICATIONS 28 C.OMPRESSIOI\I TEST RES!JL TS ASTMC39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) oi/12/98 102000 6.00 02./02/98 116000 6.00 02/02/98 110000 6.bo CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) 28.27 3610 28.27 4100 28.27 3890 4000 NELSON & SLOAN 671421 649 . TYPE OF BREAK Cone Cone Cone REMARKS: ,K. Cylinders made by PSI representative. Cylinders picked up by PSI . X representatiye. · · Test results comply with applicable X specifications • Cylinders made by-Architect's or Contracto~s representative. Cylinders delivered to PS1·1aboratory. TECHNICIAN: CARLOS HERNANDEZ Test results do not comply with -coNFoR Respectfully submitted, s cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. ~:;?slt~ DISTRIC~AGER PSI A-200·4 (4)F Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSI_ON TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA EN'.CINJ\,S SUITE 130 CARLSBAD, CA 92008 PROJECT: LEGOLAND THEME PARK .CARLSBAD, CALIFORNIA REVISION #2 January 13, 1998 OUR REPORT.NO.: 059-70202-183 . :..::· ==============================:::::;:================-= DATE: FIELD DATA: LOCATION OF PLACEMENT CONCRETE TOPPING OVER METAL DECKING @ NORTHEAST CORNER OF MEZZANINE, MAINTENANCE BUILDING PERMIT# 97-2128 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY. January OS, 1998 08:40 am 4 1/4 January 06, 1998 PSI\CARLOS HERNANDEZ SUPPLIER . SUPPLiER . DELIVERY TICKET NO.fTR\,JCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NQ.TE:hePJ.LChBJ.EAfilM.illtlDABDJ>..U.tlLE.ll.~W~E.ft!ClLCA:reQ;,.SJ..U.Me:.C.1~H0.a:.AJR.C9~2ll:.W1:.IcMeEBhJURE· C1064·6™J;J;f,eflllil;_Q12~1:lla COMPRESSION TEST RESULTS ASTM C39·94 . ·- NELSON & SLOAN 671338 649 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION · AGE DATE OF NUMBER OR SET NO. (DAYS) TEST .. 16132 A 7 01/12/98 16132 B 28 02/02/98 16132 C 28 02/02/98 16132 D SPECIFICATIONS 28 REMARKS: ~-Cylinders made by PSI representative. Cylinders made by Architect's-or Contracto(s represent.alive. LOAD DIAMETER (LBS.) lQ.!:?000 120000 115000 Cylinders picked up by PSI X repres~ntative. UN:) 6.00 6.00 6.00 Cylinders delivered to PSI laboratory. TECHNICIAN: CARLOS HERNANDEZ ·AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 3710 Cone 28.27 4240 Cone 28.27 4070 Cone 4000 Test results comply with applicable X specifications. Test results do not comply with -CONFORMS cc: LEGOLAND ( 4) , BERNARD BROTHERS, H .. O. K. , CITY OF CARLSBAD Respectfully submitted, 5::/.I S~ice Industries, Inc. DAVID 1!AN,T THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. DISTRu~AGER Information To Build On PSI A·200·4 (4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E •·San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD,, CA 92008 January OB, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #2 OUR REPORTNO.: 059-70202-175 LOCATION OF PLACEMENT LIGHT POLE BASES SOUTHWEST CORNER PERMIT# 97-1460 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % December 31, 1997 12:00 ptn 4 1/2 77 AIR TEMPERATURE, °F CONCRETETEMPERATURE, °F 72 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY January 02, 1998 PSI\DEREK PETERSON SUPPLIER SUPPLIER NELSON & · SLOAN DELIVERY TICKET NO.frRUCK NO. MIX NUMBER AND PROPORTIONS 522 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE ~OIE.:.AfeLlCAB.LEAS.IM..S.IANQABD_$.\lliLE.s.lLQIJ:if;RINISE INPIC{IIEP· S.l.\.l.Me;J<li~!KCQNIENT· C231-91 b· TEMPERATURE· C1064-86/93)· CAPflNG· C1231-93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) . - 16120 A 7 16120 B 28 16120 C 28 16120 D SPECIFICATIONS 28 COMPRESSION TEST RES UL TS ASTM°C39-94 TOTAL CYLINDER 'DATE OF LOAD DIAMETER TEST (LBS.) (IN,) oi/07/98 84000 6.00 01/28/98 90000 6.00 01/28/98 100000 6.do REMARKS: X Cylinders made by PSI representative. Cylinders picked up'by PSI X representative: Cylinders made by Architect's or Contracto(s repres!)ntative. Cylinders delivered to PSI laboratory. TECHNICIAN: DEREK PET:;l:RSON CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2970 Cone 28.27 3180 Cone 28.27 3540 Cone 3000 Test results comply with applicable X specifications. Test results ao not comply with applicable specifications. CONFORMS Respectfully submitted, Professional SeNice Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ~(:1fr THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE. ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. DAVID J Y~, RC DISTRI MANAGER · Information To Build On PSI A-200•4 (4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF MORTAR COMPRESSION TEST TESTED FOR: Legoland Estates, Inc. DATE: 5600 Avenida Encinas, Suite 130 · Carlsbad, CA 92008 Attn: David Cattle 29-Jan-98 PROJECT: Legpland Theme Park Carlsbad, California Permit # 97-2128 REPORT NO.: 059-70202-174 FIELD DATA LOCATION OF POUR: SECOND LIFT OF CMU I/VALLS@ WEST SIDE OF REFUSE BOILDING DATE POURED: TIME SLUMP, IN. AIR TEMPERATURE, F CONCRETE TEMPERATURE, F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY LAB CYLINDER No. NO.: 16096 A 16096 B 16096 C SPECIFICATIONS REMARKS: TEST AGE (DAYS) 7 28 28 28 30-Dec-97 1:30 PM 02-Jan-98 PSI/CARLOS HERNANDEZ SUPPLIER COMPRESSION TEST RESULTS DATE OF TOTAL SA_MPLE TEST LOAD DIMENSIOI\ . (LBS) .(IN.) 06-Jan-98 4420 2X4 27-Jan-98 13000 2X4 27-Jan-98 12600 2X4 .. cc: 1 -City of Carlsbad / Pat Kelley 1 -Bernards Brothers Constn,1ction / Alex Yol!ng 1 -H.O.K. / Chris Rooney 4 -Legoland SAMPLE AREA (SQ.IN.) 3.14 3.14 3.14 SUPPL:IER JOB-SITE MIXED DELIVERY TICKET NO. MIX# & PROPORTIONS TYPE "S" CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSIVE STRENGTH (PS.I) 1410 4140 4010 1800 OBSERVATIONS [RJ Samples made by PSI representative D Samples.made by Others [!J Samples picked up by PSI Representative D Samples delivered to PSI laboratory [RI Test results comply with applicable specifications. D Test results do not comply with applicable specifications. TYPE OF FRACTURE, IF OTHER THAN CONICAL ____ _ CONFO MS Respectfully submitted, Professional Service Industries, Inc. S-awtJ./4----- Jnfo"tion To tZitd On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF GROUT PRISM COMPRESSION TEST TESTED FOR: Legoland Estates, Inc. DATE: 5600 Avenida Encinas, ·suite 130 Carlsbad, CA 92068 Attn: David Cattle 29-Jan-98 PROJECT: Legoland Theme Park Carlsbad, California Permit # 97-2128 REPORT NO.: 059-70202-173 LOCATION OF POUR: FIELD DATA FIRST LIFT OF SOUTH CMU WALL @R'EFUSE BUILDING DATE POURED: TIME SLUMP, IN. AIR TEMPERATURE, F CONCRETE TEMPERATURE, F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY LAB CYLINDER No. NO,: 16094 A 16094 B 16094 C SPECIFICATIONS REMARKS: TEST AGE , (DAYS) 7 28 28 28 30-Dec-97 1-1:00AM 7 1/2' 62.,..Jan-98 PSI/CARLOS HERNANDEZ SUPPLIER 90MPRESSION TEST RESULTS (UBC STANDARD 21-18) DATE OF TOTAL SAMPLE. TEST· LOAD DIMENSI0/1 (LBS) (IN.) 06-Ja.n-98 13300 ·sx3X6 27-Jan-98 36900 3X3X6 27-Jan-'-98 35200 3X3X6 cc: 1 -· City of Carlsbad / pat Kelley 1 -Bernards Brothers Construction / Alex Young 1 -H.O.K. / Chris Rooney 4 -Legoland SAMPLE AREA (SQ.IN.) 9 9.3 9.3 SUPPLIER PALOMAR TRANSIT MIX DELIVERY TICKET NO. 796364/921 MIX# & PROPORTIONS 386201 CEMENT WATER .FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSIVE STRENGTH (PSI) 1480 3970 3780 2000 []] D 00 D []] D OBSERVATIONS Samples made by PSI representative Samples made by Others Samples picked up by PSI Representative Samples delivered to PSI laboratory Test results comply with applicable specifications. Test results do not comply with applicable specifications. TYPE OF FRACTURE, IF OTHER THAN C~l'fttr' coNfO ,..,,~ Respectfully submitted, ~={j~w~ Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 -REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTAT~S INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 January 08, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #2 OUR REPORTNO.: 059-'70:,ao2-172 LOCATION OF PLACEMENT CURB & GUTTER STORM DRAIN APRONS PERMIT# 97-3286 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F December 29, 1997 11:00 am 3 1/2 73 CONCRETE TEMPERATURE, °F 77 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY Deceml:ler 30, 1997 PSI\DEREK PETERSON SUPPLI'ER SUPPLIER SUPERIOR READY MIX DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS 560-C-3250 CEM~NT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RESULTS LABORATORY NUMBER 160~2 16082 16082 16082 SPECIFICATIONS REMARKS: ASTMC39-94 SPECIMEN TEST TOTAL CYLINDER IDENTIFICATION AGE DATE OF LOAD DIAMETER OR SET NO. (DAYS) TEST (LBS.) (IN.) A 7 oi/05/98 7,5000 6.00 B 28 01/26/98 . 95000 6.00 C 28 01/26/98 D 28 . K Cylinders made by PSI representative. Cylinders made by Architect's or. Contracto~s representat_ive. '' 96000 Cylinders picked up by PSI _K represent~tive . 6.0Q Cytinde~s delivered to PSI laboratory. TECHNICIAN: DEREK PETERSON CYLINDER COMPRESSIVE AREA STRENGTl;I _(SQ.IN.) (PSI) TYPE OF BREAK 28.27 2650 Cone . 28 .27 3360 Cone 28.27 3400 Cone 3250 Test results comply with applicable specifications. · Test results do not comply with applicable specifications. CONFORMS Respectfully submitted, cc: LEGOLAND (4), -BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD &:~nal Se~ice(rlndustries, Inc: THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMeLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL;WITHOUT WRITTEN PERMISSkiN BY PROFESSIONAL SERVICE INDUSTRIES. INC. PSI A-200-4 (4)F DAVID J AN, RC DISTRIC AGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND:' ESTAT-ES INC 5600 AVENID~ ENCINAS SUITE 130 CARLSBAD, CA 92008 January 08, 1998 PROJECT: LEGOLAND THEME PARK CA,RLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-171 LOCATION OF PLACEMENT TYPE A-4 CLEAN OUT LINE C STATION· 32+68. 45' DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY December 29, 1997 02:30 pm 4 72 ' 80 . December 30, 1997 PSI\DEREK PETERSON SUPPLIER SUPPLIER DELIVERY TICKETNO.frRUCK NO. MIX NUMBER AND·PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASTM STANDARDS UNLESS OTHEBWJSE INDICATEP· SLUMP· C143·9Da· AIR CONTENT· C231·P1b· ISMPERATUBE· C10§4·88(9;U COMPRESSION TEST RESULTS ASTMC39-94 .. PREMIXED CONCRETE 3238511/ 3250 psi SPECIMEN TEST DATE OF TOTAL CYLINDER CYLINDER COMPRESS NE LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) TEST 16083 A 5 ·Ol/03/98 16083 B 7 01/05/98 16083 C 28 01/26/98 16083 D 00/00/00 ' SPECIFICATIONS 28 .. REMARKS: X Cylinders made by PSI representative. Cylinders made by Archilect's or Contractot's representative. 'LOAD DIAMETER (LBS.j 110000 112000' 12600'0 Cylinders picked up by PSI X representative. (IN.) 6.00 6.00 6.00 ~ Cylinders delivered to PSI laboratory. TECHNICIAN: DEREK PETERSON AREA STRENGTH (S(l.lN.) (PSI), TYPE OF BREAK 28.27 3890 Cone 28.27 3960 Cone 28.27 4460 Cone 3250 Test results comply with applicable X specifications. Test results do not comply with applicable specifications. CONFO Respectfully submitted, Professiqnal Service Industries, Inc. cc: LEGOLAND ( 4) , BERNARD BROTHERS, H. 0. K. , CITY OF CARLSBAD 3-aw!~-~ THESE TEST RES UL TS APPLY ONLY TO •THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE Pl:ACEMENT. REPORTS MAY NOT BE REP.ROOUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE IN!)USTRIES, INC. PSI A•200_. (4)F DAVID J. , RCE DISTRICT~, AGER Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF GROUT PRISM COMPRE$S1ON TEST TESTED FOR: Legoland Estates, Inc. 5600 Avenida Encinas, Suite 130 Carlsbad, CA 92008 Attn: David Cattle PROJECT, Legoland Theme Park Carlsbad, California Permit # 97-2126 DATE: 29-Jan-98 REPORT NO.: ·059-70202-170 LOCATION OF POUR: FIELD D.ATA FIRST"LIFT OF CMU-WALLS AT GARDENER'S SHED DATE POURED: TIME SLUMP, IN. AIR TEMPERATURE, F CONCRETE TEMPERATURE, F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY LAB CYLINDER No. NO.: 16095 A 16095 B 16095 C SPECIFICATIONS REMARKS: TEST AGE (DAYS) 24-Dec-97 10:20AM 7" 26-Dec-97 PSI/CARLOS HERNANDEZ SUPPLIER COMPRESSION TEST RESULTS (UBC STANDARD 21-18) -DATE OF TOTAL SAMPLE TEST LOAD DIMENSION (LBS) (IN.)_ 7 31-Dec-97 26200 3X3X6 28 21-Jan-98 35700 3X3X6 28 21,-Jari-98 35000 3X3X6 28 cc: 1 -City of Carlsbad I Pat Kelley 1 -Bernards Brothers Construc,tion I Alex Y6µng 1 -H.O.K. I Chris Rooney 4 -Legoland SAMPLE AREA (!lQ,IN.) 9 9 9 SUPPLIER DELIVERY TICKET NO. MIX# & PROPORTiONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE 'COMPRESSIVE STRENGTH (PSI) 2910 3970 3890 2000 [K] D [fil D ~ D PALOMAR TRANSIT MIX 795929129 386201 OBSERVATIONS ~amples made by PSI representative Samples made by Others Samples picked up by PSI Representative Samples delivered to PSI laboratory Test results comply with applicable specifications. Test results do not comply with applicable specifications. TYPE OF FRACTURE, IF OTHER THAN CONICAL ____ _ r'o,~t: ~"'s · e J\1y su!mitted, s Professional Service Industries, Inc. S-~J-~ Jn~ation Tauild On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 TESTED FOR: DATE: FIELD DATA: REPORT OF CONCRETE COMPRESSION TEST MR. DAVID CATTLE LEGOLAND ESTATES .INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, C~ · 92008 December 29, 1997 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #3 OUR REPORT NO.: 059-70202-154 LOCATION OF PLACEMENT POUR STRIP @ SOUTH SID:E: DF MAINTENANCE BUILDING PERMIT# 97-2120 DATE PLACED TIME December 23, 1997 10:10 am SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORT.IONS NELSON & SLOAN 669705 SLUMP, IN. 3 3/4 AIR CONTENT, % CEMENT WATER 522 AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY December 24, 1997 PSI\CARLOS HERNANDEZ SUPPLIER FINE AGGREGATE COARSE AGGREGATE ADMIXTl)RE LABORATORY NUMBER .. 16065 16065 16065 16065 SPECIFICATIONS REMARKS: COMPRESSION T.EST RES UL TS ASTM C39-94 SPECIMEN TEST IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST A 7 12/30/97 B 28 01/20/98 C 28 01/20/98 D 28 -~ Cylinders made by PSI representative. Cylinders made by Architect's or Contracto(s represen_tative. TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 72000 6.00 90000 6.00 92000 6.00 Cylinders picked up by PSI X r~presentative. _ Cylinders delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) . TYPE OF BREAK 28.27 2550 Cone 28.27 3180 Corie 28.27 3250 Cone 3000 X Test results comply l'!ilh applicable specifications. Test results do not comply with applicable spe9ifications. -- TECHNICIAN: CARLOS HERNANDEZ 'ONatQl~~~ CC: LEGOLAND (4), BERNARD BROTHERS, H.O.K., THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NO'I: BE INDICATIVE OF THE ENTIRE CONCRETE-PLACEMENT. REPORTS MAY NOT BE RE~RODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DAVID J. AN, RCE DISTRIC AGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 December 29., 1997 PROJECT: LEGOLAND THEME PARK CAALSBAD, CALIFORNIA . REVISION #4 OUR REPORT NO.: 059-70202-153 ===============:::::===========:::::::::c=:=;:;=================· ·----- FIELD DATA: LOCATION OF PLACEMENT POUR STRIP @ NORTH _SIDE OF MAINTENANCE B1JILDING PERMIT# 97-2120 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY December 23, 1Sl97 08 :30 am. 4 Decernper 24, 1997 PSI\C~LOS HERNANDEZ SUPPLIER SUPPLiER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGR!=GAT!= COARSE AGGREGATE ADMIXTUR!= · NQT_E:./'.eELICl!6LEMIM_S_W:1Rl!BQ.S.l.J.NLE~O.Il:IE~lC~ME;J;M.~:.AfR.Q9~3.1:ilJ>;JEMPERATURE· c105~~;.cl!Pel~31:! -~ -- COMPRESSION TEST RES UL TS ASTM C39-94 NELSON & SLOAN 669640 522 SPECIMEN TEST TOTAL -CYLINDER CYLINDER COMPRESSIVE 'LABORATORY NUMBER 16064 16064 16064 16064 SPECIFICATIONS REMARKS: IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST A 7 12/30/97 B 28 01/20/98 C 28 01/20/9$ D 28 01/20/98 28 ~ Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. LOAD DIAMETER (LBS.) 65000 100000 10200,0 96000 Cylinders picked up by PSI X representali~e. (IN.) 6.00 6.00 6.00 6.00 Cylinders delivered-to PSI-laboratory. TECHNICIAN: CARLOS HERNANDEZ AREA STRENGTH (SO.IN.) (PSI) . TYPE OF BREAK 28.27 2300 Cone 28.27 3540 Cone 28.27 3610 Cone 28.27 3400 -Cone 3000 X Test results comply wilh·applicable specifications. Test results do not comply with applicable specifications. CONFORMS Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ~"~nal Se~ic{re Industries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRET!; PLACEM~NT. REPORTS MAY NOT 6E RE~RODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROF~SSIONAL SERVICE INDUSTRIES, INC. PSI A-200·4 (4JF DAVID . YAN, R DIS TRI MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San _Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE -COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID ·CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 December 29, 1997 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #2 OUR REPORT NO.: 059-70202-1·52 . . LOCATION OF PLACEMENT TYPE B-1 _CURB INLET LINE. C STATION 11+3 7. 73 TOP & WING DATE PLACED TIME December 22, 1997 04:30 ~m SUPPLIER PREMIXED CONCRETE DELIVERY TICKET N9.ITRUCK NO. SLUMP, IN. 4 MIX NUMBER AND PROPORTIONS 3233502-560-C/ 3250 psi AIR CONTENT, % AIR TEMPERATURE, °F 67 CONCRETE TEMPERATURE, °F 77 DATE RECEIVED IN LAB December 23, 1997 FIELDDATASUBMITTEDBY PSI\DEREK PERTERSON MIX DATA SUBMITTED BY StJPPLIER C~MENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLJCABLE ASIM STANDARDS UNLESS OTHERW!SE I_NDICATED: SLUMP· c;:u_3-90a· AIR CONTENT· C231-91b-TEMPERAT\/f!E· C]06U6(i~ LABOR.A.TORY SPECIMEN TEST IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 16066 A 3 16066 B 7 16066 C 28 16066 D 28 SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST· (LBS.) (IN.) 12/25/97 62000 6.00 12/29/97 74000 6.00 01/19/98 100000 6.00 01/19/98 109000 6.00 .. CYLINDER COMPRESSIVE .I AREA STRENGTH . (SQ.IN.) (PSI) · .. . 28 .27 2190 28.27 2620 28.27 3540 28.27 3750 3250 . TYPE OF BREAK Cone Cone Cone Cone REMARKS: X Cylinders made by PSI representative. X Cylinders picked up oy PSI _ representative. · Test results comply with applicable X specifications •. Cylinders made by Architect's or Contracto(s representative. Cylinders delivered-to PSI laboratory: 'rest results do not comply with applicable specifications. TECHNICIAN·: DEREK PERTERSO;N cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TES TEO ANO MAY. NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REl"RODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-<I (4)F Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 TESTED FOR: DATE: FIELD DATA: REPQRT OF CONCRETE COMPRESSION TEST MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA :ENCINAS SUITE 130 CARLSBAD, CA 92008 December 29, 19.97 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #3 OUR REPORT NO.: 059-702-02-151 LOCATION OF PLACEMENT POUR STRIP @ WEST SIDE OF BUILDING ADMINSTRATION BUILDING PERMIT# 97-2112 DATE PLACED TIME December 22, 1997· 09: ~5 cl.ffi. SUPPLIER DELIVERY TICKET NOJTRUCK NO. MIX NUMBER AND PROPORTIONS NELSON & SLOAN 669402 SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F 3 1/2 DATE RECEIVED IN LAB ~, December 23, .1997 FIELDDATASUBMITTEDBY ,_PSI\CARLOS HERNANDEZ MIX DATA SUBMITTED BY.,. :·_Pi, SUPPLIER tim . CEMENT WATER FINE AGGREGATE; COARSEAGGREGATE ADMIXTURE 522 1 . NOJE~AePJ.ICABlEASIMJ>J.A~O~D.S,\.!W.e.$_S_QIJ:IJIBW[l,,e.l~.DEAiei?~LI.Me:...~~;.AJB_~IEtil· C231-91b· TEMPEB,AJU.BE~e.~~G.;.s;.ta~~ SPECIMEN. TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 16061 A 7 16061 B 28 .. 16061 C 28 16061 D SPECIFICATIONS 28 - COMPRESSION TEST RES UL TS ASTMC39-94 . TOTAL CYLINDER DATE OF toAD DIAMETER TEST (LBS.) (IN.) 12/29/97 58000 6.00 01/19/98 91000 6.00 01/19/98 87000 6.00 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by .PSI Ji representative. Cylinders made by Architect's or Contracto(s representative. ~ Cylinders delivered to PSI laboratory, CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) · TYPE OF BREAK 28.27 2050 Cone 28.27 3220 Cone 28.27 3080 Cone 3000 Test res4lts comply, with applicable X specifications. Test results do not comply with applicable specifications. -- CARLOS HERNANDEZ oNfO MS C . Respectfully submitted, TECHNICIAN: CC: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE• CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A·200_. (4)F §~~~nal Se~foe{r/ndustries, Inc. DAVID J AN, RC DISTRI MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION 'TEST TESTED FOR: DATE: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 December 29, 1997 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA . REVISION #3 OUR REPORT NO.: 059-70202-150 -==========================s:=====================--:-.::~·-:::-; __ :·: FIELD DATA: LOCATION OF PLACEMENT WATERMAIN KICKEI?,S (THRUST BLOCKS) STATION 50+25 TO STATION 44+79 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE-RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY December 22, 1997 05:15 pm 4 66 79 December 23, 1997 PSI\DEREK PETERSON SUPPLIER SUPPLIER DEUVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS "CEMENT WATER FINE AGG~EGATE COARSE AGGREGATE ADMIXTURE PREMIXED CONCRETE 3233502-560-C NO.TJ;~AEEJ.LCAlll.E.ASJMMANOAB!ll,.U.l'll.ESS OTHERWISE INDICATED· SLUMP· C_143-90a' AIR CONTENT: C2_31-91b" TEMEERATUBE:.Cli!~:,<;APPING· C1231-93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE. NUMBER OR SET NO. (DAYS) 16067 A 7 16067 B 28 16067 C 28 16067 D SPECIFICATIONS 28 COMPRESSION TEST RES UL TS ASTMC39-94 DATE OF TOTAL CYLINDER LOAD DIAMETER TEST (LBS.) \IN.) . 12/29/97 62000 6.00 01/19/98 92000 6.00 01/19/98 99000 6.00 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. Cylinders made by Architect's or Contractots representative.' Cylinders d_elivered to PSI laboratory: TECHNICIAN: DEREK PETERSON CYLINDER COMPRESSIVE AREA STRENGTH (SQ: IN:) (PSI) • TYPE OF BREAK 28.27 2190 Cone 28.27 3250 Cone 28.27 3500 Cone 2000 Test results comply with applicable X specifications. Test results do not comply with applicable specifications. co t.!fu~~~s cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CAR;LSBAD ~"qnal Se~ice{r-Jndustries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES-TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE RE~RODUCED. EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DAVID J YAN, RC DISTRI MANAGER . Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Sulte E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES I~C 5600 AVENIPA ENCINAS SUITE 130 CARLSBAD, CA 92008 December 29, 1997 . PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #3 OURREPORT NO.: 059-70202-149 LOCATION OF PLACEMENT POUR STRIP @ ~ORTH. SIDE OF BUILDING I S ENTRANCE (MAIN) ADMIN. BLDG. PERMIT# 97-2112 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY -- December 22, 1997 11:00 am 3 1/4 December 23, 1.997 PSI\CARLOS HERNANDEZ SUPPLIER SUPPLIER DELIVERY TICKETNO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE GOIVIPRESSION TEST RESULTS ASTMC39-94 N:\l:LSON & SLOAN 669418 522 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER ·AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.). (IN.) (SQ.IN,) (PSI) . TYPE OF BREAK 16060 A 7 12/29/97 70000 6.00 28 .. 27 2480 Cone 16060 B 28 01/19/98 10,1000 6.00 28.27 3570 Cone 16060 C 28 01/19/98 102000 6.00 28.27 3610 Cone 16060 D SPECIFICATIONS 28 3000 REMARKS: X. Cylinders made by PSI representative. Cylinders picked up by.PSI K representative. Testresulls comply with applicable -~ specifications. Cylinders made by Architect's or Contractors representative. Cylinders delivered lo PSI laboratory. TECHNICIAN: CARLOS HERNANDEZ cc: LEGOLAND (4), BERNARI? BROTHERS, H.6.K., CITY OF C,1\RLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATlVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE RE~RODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE lNOUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, . s::,::;; Service Industries, Inc. DAVID(!,~ DISTRI~AGE:ctJ' . Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF MORTAR COMPRESSION TEST TESTED FOR: Legoland Estates·, Inc. DATE: 5600 Avenida Encinas, Suite 130 Carlsbad, CA 92008 Attn: David Cattle 23-Jan-98 PROJECT: -LegolA,nd Theme Park Carlsbad, California Permit # 97-1456 REPORTNO.: 059-70202-148 FIELD DATA LOCATION OF POUR: FIRST LIFT OF CMU WALL@ UTILITY PAD NEXT TO STORM DRAIN DATE POURED: TIME SLUMP, IN. AIR TEMPERATURE, F CONCRETE TEMPERATURE, F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 23-Dec~97 12:00PM 26-:-Dec-97 PSI/CARLOS HERNANDEZ SUPPLIER. COMPRESSION TEST RESULTS LAB CYLINDER TEST DATE OF TOTAL SAMPLE No. NO.: AGE TEST LOAD DIMENSION (DAYS) (LBS) (IN.) 16069 A 7 30-Dec:--97 · 2900 2X4 16069 B 28 20-Jar:i-98 · 5980 2X4 16069 C 28 20-Jan'--98 5860 2X4 SPECIFICATIONS 28 REMARKS: cc: 1 -City of Carlsbad l Pat Kelley 1 -Bernards Brothers Construct.ion / Alex Yqung 1 -H.O.K. / Chris Rooney 4 -LegoLand SAMPLE AREA (SO.IN.) 3.14 3.14 3.14 SUPPLIER JOB-SITE MIXED DELIVERY TICKET NO. MIX# &-PROPORTIONS TYPE •s• CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSIVE STRENGTH (PSI) 920 1900 1870 :1800 OBSERVATIONS Samples made by PSI representative Samples made by Others Samples picked up by PSI Representative Samples delivered to PSI laboratory Test results comply with applicable specifications. Test results do not comply with applicable specifications. TYPE OF FRACTURE, IF OTHER THAN CONICAL ____ _ cotif~RMS &:::;;J~"?f- lnformation To Build On Professional Service Industries, Inc. • 6867 f",Jancy Ridge Drive, Suite E; • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: December 23, 1997 REVISION #2 OUR REPORT NO,.: 059-70202-142 FIELD DATA: LOCATIONOFPlACEMENT TYPE BJ; CURB INLET LINE A-8 STATION 18+77 .54 TOP DATEPlACED December 19, 1997 02.:30 pm SUPPLIER PREMIXED CONCRETE _DELIVERY TICKET NO.ffRl:ICK NO. TIME SLUMP, IN. AIR CONTENT, % 3 1/2 MIX NUM13ERAND PROPORTIONS 3238511/ 3250 psi CEMENT AIR TEMPERATURE, °F 7 5 CONCRETETEMPERATURE, °F 81 DATE RECEIVED IN lAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY December 22, 1997 PSI\DEREK PETERSON SUPPL'.l;ER WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASTM STANDARDS UNLESS OTH~o.ml?' S~UMP· C143·.90a· AIR CONJ"ENT· C231·91 b· IEMPE;RATYBE· Cl 084-8BCR3) SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO, (DAYS) 16035 A 3 16035 B 7 16035 C 28 16035 D 28 SPECIFICATIONS 28 COMPRESSION TEST RESULT$ ASTMC39·94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST $LBS;) (IN.) 12i22/97 94000 6.00 12/26/97 126000 6.00 01./16i98 156000 6.00 01/16/98 150000 6.00 CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) 28.27 3330 28.27 4460 28.27 5520 2·8 .27 5310 3250 · TYPE OF BREAK Cone Cone Cone Cone REMARKS: X Cylinders made by PSI representative. Cylinders Plc\(ed up by PSI X representative, Test results comply with applicable X .specifications. Cylinders made by Architect's or Contractofs representative. _ Cylinders delivered to.PSI laboratory. TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.~., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF·THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F . Information To Build On Professional Service Industries, Inc. • 6861 Nancy Ridge Drive, Suite E • $an Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 December ~3, 1997 · PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #2 OUR REPOR'r NO.: 059-70202-141 LOCATION OF PLACEMENT TYPE A4 CLEAN OUT LINE. C Sl'ATION 29+14. 45 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % December 18, 1997 02:30 pm 4 67 AIR TEMPERATURE, °F CONCRETETEMPERATURE, °F 74 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMll?J'ED BY .: December 19, .1997 PSI\DEREK PETERSON SUPPLIER SUPPLIER PREMIXED CONCRETE DELIVERY TICKET NO:/TRUCK NO. MIX NUMBER AND PROPORTIONS 3238511/ 3250 ps;i. CEMENT IJI.IATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASIM STANDARDS UNLESS OTHERWJSE INPICATEP·sLUMe· CJ-43-&0,:AIB CONTENT· C231·R1b· TEMPERATURE· C1064-00(03) COMPRESSION TEST RESULTS ASTMC39-94 SPECIMEN TEST TOTAL CYLINDER LABORATORY IDENTIFICATION AGE DATE.OF LOAD DIAMETER NUMBER OR SET NO. {DAYS) TEST {LBS.) (IN,) 16034 A 3 .12/21/97 92000 6.00 16034 B 7' 12/25/97 130000 6.00 16034 C 28 01/15/98 140000 6.00 16034 D 00/00/00 SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. Cylinders made by Architect's or Contractor's representative. Cylinc:fers c:felivered to·PSI laboratory. TECHNICIAN: DEREK PETERSON CYEINDER COMPRESSIVE :AREA STRENGTH· (SQ.IN.)· {PSI) · TYPE OF BREAK 28.27 32.50 Cone 28.27 4600 Cone 28 .';1.7 4950 Cone 3250 Test results comply with.applicable X specifications. Test results do not comply with applicable specifications. CONFORMS Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD »;;/e::71=·· THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE' OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL: WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INtiUSTRiES, INC, PSI A-200-4 (4)F DISTR'..j{J~A~E:# Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 December 23, 1997 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-140 LOCATION OF PU\CEMENT WATER· MAIN KICKERS/THRUS'r BLOCKS STAT.ION 57+00 TO STATION 50+25 DATEPU\CED TIME SLUMP, IN. AIR CONTENT, % December 17, 1997 05:30 am 3 1/2 AIR TEMPERATURE, °F 64 CONCRETE TEMPERATURE, °F 77 DATE RECEIVED IN U\B December 18, 1997 FIELD DATA SUBMITTED BY PSI\DEREK PETERSON MIX DATA SUBMITTED BY SUPPLIER SUPPLIER DELIVERYTICKET·NO.(TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASTM STANDARDS UNLESS OTHERWISE INDICATED· SLUMP· CH.HP•: AIR CONTENT· C23M1 b· J]aMPERATURE· Cl 084:ll!ICP3) COMPRESSION TEST RESULTS AS1MC39-94 PREMIXED CONCRETE 3233502/ 2000 psi 6.12 SACK SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 16036 A 3 12/20/97 16036 B 28 01/14/98 16036 C 28 .01/14/98 16036 D 28 01/14/98 SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. - LOAD .DIAMETER (LBS.) 96000 140000 150000 - Cylinders picked up by PSI X representative: (IN.)' 6.00 6.00 6.00 ·cylinders delivered to PSI laboratory. TECHNICIAN: DEREK PETERSON AREA STRENGTH (SQ.IN.) (PSI) • TYPE OF BREAK 28.27 3400 Cone 28.27 4950 Cone 28.27 5310 Cone 2000 Test resulls comply wilh applicable X specifications. Test results do not comply with I\. ,i s CQ\\\fORr~, Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS,·H.O.K., C:ITY OF CARLSBAD ~~·onal S~cre/ndustries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT, WR_ITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES,INC. PSI A-2011-4 C4)F DAVID • YAN, R DISTRI MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nanqy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: MR. DAVID CATTLE LEGOLAND . ES.TATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 920ff8 December 23, 1997 PROJECT: LE~OLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #2 OUR REPORT NO.: 059-7020.2-139 ----================================================= FIELD DATA: LOCATION OF PLACEMENT LIGHT POLE BASES #2 PERMIT# 97-1460 DATE PLACED December 12, 1997 01:00 pm SUPPLIER NELSON & 'SLOAN DELIVERY TICKET NOJTRUCK NO. TIME SLUMP, IN. AIR CONTENT, % 4 MIX NUMBER AND PROPORTIONS 560-C-3250 CEMENT AIR TEMPERATURE, °F 72 CONCRETE TEMPERATURE, °F 80 DATE RECEIVED IN LAB December 15, 1997 FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY PSI\DEREK PETERSON SUPPLIER WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOJE;.AeeLJ/;88LE.hliIM..SJ:8NQ8BD.S~l.mLES.SJlli!Efil"WE.l)'lQIMIEQ:..lll.1.!M~aQ.a:.l11B.C.QNIENT· C231·91b: IEMl:ERAilJ8E:..~.Li3):.C~.1Z • . .COMPRESSION TEST RESULTS ASTMC39-94 -· SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE · LABORATORY IDENTIFICATION AGE DATE.OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. . (DAYS) TEST (LBS.) (IN.)' (SO.IN.) (PSI) 15975 A 7 12/19/97 78000 6.00 28.27 2760 15975 B 28 01/09/98 10;2000 6.00 28.27 3610 15975 C 28 01/09/98 105000 6.00 28.27 . 3710 15975 D . I SPECIFICATIONS 28 3000 TYPE OF BREAK Cone Cone Cone REMARKS: ~-Cylinders made by PSI representative. Cylinder~ picked up by PSI X representative. X Test results comply with applicable specifications. · Cylinders made by Architect's or Contracto~s representative. Cylinders delivered to PSI laboratory. Test results do not comply with applicable.specifications. TECHNIC+AN: DEREK P~TERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED (\ND MAY NOT BE INDICATIVE OF THE ENTIRE ·CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC, PSI A-200-4 (4)F Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drjve, Suite E • San 'Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 TESTED FOR: DATE: FIELD DATA: REPORT OF CONCRETE co'MPRESSION TEST MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 December 18, 1997 PROJECT: LEGOLAND· THEME PARK CARLSBAD, CALIFORNIA REVIS:!:ON #2 OUR REPORT NO.: 059.,.70202-121 LOCATION OF PLACEMENT FOOTING FOR LOADING DOCK SIDE WALLS @ MAINTANCE BUILDING PERMIT # 97,..212·0 DATE PLACED TIME December 04, 1997 02:15 pm SUPPLIER DELIVERY TICKET NO.rrRUCK NO. MIX NUMBER AND PROPORTIONS NELSON & SLOAN 666108 SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRE'.f'E TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 3 69 67 December 05, 1997 PSI\CARLOS HERNANDEZ SUPPLIER CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NO.TE~t.~J.IC.A!!LE.Al>.TMJ,JhNOABQ.$.UNLES.S..Qil:IEB.WIS.1'-JlllDJ.CllIEJLJ;.L.V.M~3-Ql!Jl;AIB.C.0NJENI' C231-9Jb· IE¥PE~TUBE: ~.D!W:.C.AePllsl. • COMPRESSION TEST RES UL TS ASTM C39-94 ···--- SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) -(IN.) (SQ. IN.) (PSI) .. 16004 A 14 12/18/97 75000 6.00 28.27 ~650 16004 B 28 01/01/98 93000 6.00 28.27 3290 16004 C 28 01/01/98 95000 6.00 28.27 3360 16004 D 28 01/01/98 98000 6.00 28.27 3470 SPECIFICATIONS 28 3000 522 . TYPE OF BREAK Cone Cone Cone Cone REMARKS: -~ Cylinders made by PSI representative. ·Cylinders picked up by PSI X representative. X Test results comply wilh applicable specifications. Cylinders made by Architect's or Contractots representative. Cylinilers delivered to PSI laboratoir. Test results do not_ comply wilh applicable specifications. TECHNICIAN: CARLOS HERNANDEZ ....fM" 'S' • i C . --~ Co-~~\ !e5;15~0Q f~ t cl, J ;giceFnd ies, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD _ THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE RE~RODUCED, EXCEPT IN FULL, WITHOUT WRiTTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F • DAVID J YAN, RC DISTRIC MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 9200.8 December 18, 1997 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #2 OUR REPORT NO.: 059-70202-126 ---==================~=============================== FIELD DATA: LOCATION OF PLACEMENT FOOTING @ FENCE WALL AT MAINTENANCE BUILDING YARD @ SOUTH SIDE PERMI.T # 97-21~0 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY i>ecember 04, _ 1997 11:20 am 3 1/2 73 67 Decembe;r 05, 19-97 PSI\CARLOS HERNANDEZ SUPPLIER SUPPLIER DELIVERYTICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE N?T.E;Aeel.LCA81.E.A.SIM.SMNOABQS..J.INLl<.S.S_OJHERWJSE INPIGAIEtfu'll.UMP· C143-90a· AIR CONTENT· Q231-91b· TEMPEfl'.'>TURE· C1,064·86(1ra); CAPPING· C123 •. - COMPRESSION TEST RESULTS ASTMC39-94 NELSON & SLOAN 666008 522 SPECIMEN TEST DATEo'F TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN.) (PSI) · TYPE OF BREAK 16003 A 14 12/18/97 93000 6.00 2,8 .27 3290 Cone 16003 B 28 01/01/98 118000 6.00 28.27 4.170 Cone 16003 C 28 01/01./98 .106000 6.00 28.27 3750 Cone 16003 D 28 01/01/98 110000 6.00 28.27 3890 Cone . SPECIFICATIONS 28 3000 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI ~ representative. -X Test results comply with applicable specifications. Cylinders made by Architect's or Contraclo(s representative. Cylinders dehv'ered to PSI laboratory. TECHNICIAN: CARLOS HERNAND:Ij:Z cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED •ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC •. PSI A-200-4 (4)F Respectfully submitted, ll;::; Se~ice Industries, Inc. DAVID({I\N,~ DISTRI~~AGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 TESTED FOR: DATE: REPORT OF CONCRETE COMPRESSION TEST MR. DAVID CATTLE LEGOLAND ESTATE$ INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 December 18, 1997 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 05.9-70202-125 '-================:::::::::::;~==:;:::::======================= FIELD DATA: LOCATION OF PLACEMENT FOOTING @ WALL TRASH BUILDING PERMIT# 97-2128 DATE PLACED October 23, 1997 SUPPLIER TIME DELIVERY TICKET NO.ffRUCKNO. SLUMP, IN. 5 MIX NUMBER AND PROPORTIONS AIR CONTENT, % GEMENT AIR TEMPERATURE, °F 77 WATER CONCRETE TEMPERATURE, °F 80 FINE AGGREGATE DATE RECEIVED IN LAB Oct;ober 24, 1997 COARSE AGGREGATE FIELD DATA SUBMITTED BY PSI\DORRELL DUQUETTE ADMIXTURE' MIX DATA SUBMITTED BY SUPPLIER NOJE;.Af'_El.K:h8L!UfilM_SJJlliQ8BD.S.!.!NWO.&it.Qil:IEB.l'l'lSE.lliQll;AI~~ONTeNT· C231:91b· TEMP?MIURE· C1064-86(~3l' C8PPIN~ COMPRESSION TEST RES UL TS ASTM C39-94 NELSON & SLOAN 656045 593 TYPE II 15 GALLONS LABORATORY SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE IDENTIFICATION AGE DATE OF LOAD OIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST' , (LBS.) (IN.) (SO. IN.) (PSI) TYPE OF BREAK ·--- 16002 A 56 12/18/97 95000 6.00 · 28 .27 3360 ,Cone 16002 B 56 12/18/97 109000 6.00 28.27 3860 Cone 16002 0.0/00/00 I SPECIFICATIONS 28 3000 REMARKS: ~-Cylinders made by PSI repr~senlative. Cylinders picked up by PSI X representative. . Test results comply with applicable specifications. Cylinders made by Architect's or Contractor's representative. Cylinders delivered to PSI laboratory. TECHNICIAN: DORRELL DUQUETTE cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REeRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200·4 (4)F Respectfully submitted, s:::;; Service Industries, Inc. DAVID (l, ~ DISTRI~AGE:ctJ - Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COI\IIPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE J.30 CARLSBAD,· CA 9200.8 December 17, 1997 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #J. OUR REPORT NO.: 059-70202-124 LOCATIONOFPLACEMENT TYPE "B" CURB INl;,.ET LINE A 8 STATION 18+77.54 DATE PLACED TIME SLUMP, IN. AIR CONTENT,% December li, 1997 03:30 pm 3 1/2 AIR TEMPERATURE, °F 67 CONCRETETEMPERATURE, °F 79 DATE RECEIVED IN I.AB Deceml;>er i2, 1997 FIELD DATA SUBMITTED BY PSI\DE~EK PETERSON MIX DATA SUBMITTED BY SUPPLIER SUPPLIER PREMIXED CONCRETE DELIVERY TICKET NO.frRU¢K NO. MIX NUMBER AND PROPORTIONS 3238511/ 3250 psi CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTl:JRE NOTE· APPI-ICABLEASTM STANDARDS UNLESS QTHEBY\'ISE INPICAJEP·)iLVMP· CH3·9Qa· AIR CONTENT· C231-Q1b• TEMPERATURE· c1011Uef?3) SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 15976 A 3 J.5976 B 7 15976 C 28 J.5976 D 28 SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39-94 TOTAL CYLINDER DATE-OF LOAD DIAMETER TEST (LBS.) (IN.) 12/J.4/97 87000 6.00 12/18/97 89000 6.00 01/08/98 J.32000 6.00 01/08/98 J.38000 6.00 REMARKS: X Cylinders made by.PSI representative. Cylinders·picked up by PSI X. representative. Cylinders made by-Architect's or Contractor's representative. Cylinders dl!liveied to PSI laboratory. TECHNICIAN: DEREK PETERSON CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) . (PSI) . TYPE OF BREAK 28.27 3080 Cone 28.27 3150 Cone ~8 .27 ." 4670 Cone 28.27 4880 Cone 3250 Test results comply with applicable X specific.ations. Test results do:not comply with ~;-NroRMS Respectfully submitted, Professi(?nal Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ~adt&--THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT, REPORTS MAY NOT BE RE):'ROOUCED, EXCEPT tN FULL, WITHOUT INRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC, PSIA-20D-4(4)F DISTRI~AG;:cf Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES rNc 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 December 17, 1997 · LOCATION OF PLACEMENT THIRD LIGHT POLE BA.SE PERMIT # '97-1460 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % November 02:15 pm 3 1/2 67 AIR TEMPERATURE, °F CONCRETETEMPERATURE, °F 83 24, 1997 DATERECEIVEDINLAB December 01, 1997 FIELD DATA SUBMITTED BY PSI\DEREK PETERSON MIX DATA SUBMITTED BY SUPPLIER PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 0-59-70202-123 SLJPPLIER NELSON & SLOAN DELIVERY TICKET NO.n"RUCKNO. MIX NUMBER AND PROPORTIONS :i 6 0 -C-3 2 5 0 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE. ~OIf:.ilee.LLCA6L.l:A~IANMBQ.S.l.1Jrua.S.li.QJ.l:IEBW)SE INDICATED·SLUMP· CJ43_-90a· AIR CONTENT· C231-91b· T~MPERATURE· C1064-~6(93)· CAPPlt,IG· C123 • COMPRESSION TEST RESU~ TS ASTMC39-94 ··- SPECIMEN TEST D.O.TEOF TOTAL CYLINDER LABORATORY IDENTIFICATION AGE LOAD DIAMETER NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) 15953 A 7 12/01/97 64000 6.00 15953 B 28 12/22/97 94000 6.00 15953 C 28 12/22/97 106000 6.00 15953 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI ~ representative. Cylinders made by Architect's or •• •. Contracto~s representative, Cylinders delivered to PSI laboratory. TECHNICIAN: DEREK PETERSON CYLINDER .COMPRESSIVE AREA STRENGTH (SQ.'IN.) (PSI) . TYPE OF BREAK 28.27 2260 Cone 28.27 3330 Cone 28.;n 3750 Cone 3000 . 'Test results comply with applicable specifications. Test results do not comply with applicable specification_s. CoNfOR Respectfully submitted, s cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT, REPORTS MAY NOT BE RE~RODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. ii;;i.Sfc?i= DISTRI~AG~:crJ PSI A-200-4 (4}F Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTAT~S INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92098 December 12, 1997 PROJECT: LEGOLAND T~EME PARK C~LSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-115 LOCATION OF PLACEMENT A-4 CL?AN OUT LINE AB STAITON 17+66 .14 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % December 03, 1997 02:15 pm 4 AIR TEMPERATURE, °F 69 CONCRETETEMPERATURE, °F 82 DATE RECEIVED IN LAB De9ember 04 ,_ 1997 · FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY PSI\DEREK PETERSON SUPPLIER SUPPLIER PREMIXED CONCRETE DELIVERY TICKET NO.fTRUCK NO. MIX NUMBER AND PROPORTIONS 3238511/ 3250 psi CEMENT WATER FINE AGGREGATE; COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASTM STANDARDS UNLESS OTHERWJfiE INPICAJED·SLUMP· CJ43-90a· AIR CONTENT•-c2:,1.91b· TEMPERATURE· CJ0G,4-86(93) - COMPRESSION TEST RESULTS ASTM C39-94 SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) • TEST 15936 A 7 12/10/97 15936 B 28 12/31/97 15936 C 28 12/31/97 15936 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. · Cylinders made by Architect's or Contracto~s representative. -TOTAL CYLINDER LOAD DIAMETER (l:BS.) (IN.) 121000 6,00 140000 6.00 · . 138000 6.00 Cylitiders picked up by PSI X representative. Cylinders·delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) .(PSI) · TYPE OF BREAK 28.27 4280 Cone 28.27 4950 Cone 28.27 4880 Gone 3250 ./ Test results comply with applicable D.. specifications. Tesrresults do not comply with applicable specifications. TECHNICIAN, DEREK PETERSON co l\\f.peQJy SU~~~ cc : LEGOLAND ( 4) , BERNARD BROTHERS, H. 0. K. , CITY OF CARLSBAD _ e::!I::ssi'?.na~Se~·ce I nd us d~ t· THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE Of THE ENTIRE CONCRETE PLACEMENT. DAVID J • ~ 1 RCE REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. DI 8 TRI CT AGER PSI A-200-4 (4)F Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 .REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 December 09, 1997 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-;J..14 LOCATION OF PLACEMENT TYPE Bl CURB INLET LINE A.8 STATION 11'f3 7. 73 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY Deqember 02, 1997 02:00 pm 4 67 80 December 03, 1997 PSI\DEREK PETERSON SUPPLIER SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXT'URE PREMIXED CONCRETE 3238511/ 3250 psi N~LICABLE ASTM STANDARDS.UNLESS OTHERW!SE INDICATED· SLUMP: CH3-90a· AIB CONTENT· C_231-ll1 b· IEMPERAIVB!'· Cl 064-861931 LABORATORY NUMBER 15935 15935 15935 15935 SPECIFICATIONS REMARKS: .. SPECIMEN TEST IDENTIFICATION AGE OR SET NO. (DAYS) A 7 B 28 C 28 D 28 COMPRESSION TEST R!:SULTS ASTMC39·94 TOTAL ·CYLINDER DATE OF LOAD DIAMETER TEST (_LBS.) (IN.) 12/09/97 120000 6.00 12/30/97 132000 6.00 12/30/97 130000 6.00 X Cylinders made by PSI representative. . Cylinders picked up by PSI X representative. · Cylinders made by Architect"s or Contractots representative. Cylinders delivered to PSI laboratory. TECHNICIAN: DEREK PETERSOl'.l' CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) · TYPE OF BREAK 28.27 4240 Cone 28.27 4670 Cone 28.27 4600 Cone 3250 Test-results comply with applicable specifications. Test resuns·do not comply with applicable specifications. ao "-\ ~.OEsubm~ CARLS \ ~~es~. i"~ _n /Jal Service ~tries, Inc. cc: LEGOLAND (4), BERNARD BROT~gRS, H.O.K., CITY OF D~, //~ =•=<=,,~~,-,w™"-""M~_,.-~, .. ~--,~ .. --"-="""'· DAVID ~-Y~, RCr REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. DI STRI MANAGER PSI A-200-4 (4)F Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite ,E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 February 19, 1998 LOCATION OF PLACEMENT WATER MAIN THRUST BLOCKS DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F February 11, 1998 04:00 pm 4 62 CONCRETE TEMPERATURE, °F 70 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY February 12, 1998 PSI\DEREK PETERSON SUPPLIER PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-294 SUPPLIER PREMIXED CONCRETE DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS 3 2 3 3 5 0 2 / 2 0 0 0 psi CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RESULTS ASTM C39-94 ~- SPECIMEN I TEST LABORATORY IDENTIFICATION AGE ': DATE OF NUMBER OR SET NO_~~~-~~l_J TEST . 16396 A 7 : 02/18/98 16396 B 28 ' 03/11/98 16396 C 28 03/11/98 16396 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto(s representative. TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN,) i \ 57000 6.00 Cylinders picked up by PSI ]{_ representative. Cylinders delivered to PSI laboratory. TECHNICIAN: DEREK PETERSON CYLINDER COMPRESSNE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2020 Cone 2000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD f{J;~·'··· THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC, PSI A-200-4 (4)F DISTRICT MANAGER Information Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE. LEGOLAND ESTATES INC 5600 AVENIPA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: February 24, 1998 OUR REPORT NO.: 059-70202-311 FIELD DATA: LOCATION OF PLACEMENT COLUMN B-1 @ REFUSE BUILDING DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY February 13, 1998 09:25 am 3 1/2 68 71 February 16, 1998 PSI\CARLOS HERNANDEZ NELSON & SLOAN SUPPLIER DELIVERY TICKET NO./fRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE A<;3GREGATE COARSE AGGREGATE ADMIXTURE NO.IE;.AffLICABJ.E.ASIM_S.I,!.ND-!-8~1.eltS~p..lNPICATEO: SLUMP· CJ43-90a· A!R_CONTENT· C231-91b· IeMPEBAIUl;!E" C108H8193}· CAPPING· Cj231-93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 16400 A 7 16400 B 28 16400 C 28 16400 D SPECIFICATIONS 28 COMflRES.SION TEST RESULTS ASTMC39-94 TOTAL CYLINDER DATE,OF LOAD DIAMETER TEST (LBS.) (IN.). 02/20/98 95000 6.00 03/13/98 03/13/98 CYLINDER COMPRESSIVE .AREA STRENGTH (SQ.IN.) (PSI) 2~.27 3360 4000 NELSON & SLOAN 678674 649 . TYPE OF BREAK Cone REMARKS: _K Cylinders made by PSI representative. Cylinders picked up by PSI X representative. Test results comply with applicable specifications. Cylinders made by ArchitecVs or Contractofs representative. Cylinders deiivered to PSI laboratory. Test results do·not comply with applica~le specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WIT~ ASTM C617-94. TECHNICIAN: CARLOS HERNANDEZ cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT, REPORTS MAY NOT BE RE~RODUCEO, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ri_dge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ries, Inc. REPORT OF. CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIPA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 9200.8 DATE: February 24, 1-998 OUR R!=PORT_NO,: 059-70202-312 FIELD DATA: LOCATION OF PLACEMENT FOOTINGS FOR SITE -~SONRY WALLS SOUTH OF THE GARDEN RESTAURANT DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F February 13, 1998 04:50 pm 3 3/4 . 62 CONCRETE TEMPERATURE, °F 65 DATE RECEIVED IN LAB february J,6 ,. 1998 FIELD DATA SUBMITTED BY PSI\CARLOS HERNANDEZ MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER DJ=LIVERY TICKET NO.frRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE: AeP-LICAB.LE.MIM..mNDARD.ll..!.Jll~.$_QiliEBWLS.E INPIS:ATED· SLUMP· C143-90a· AIR CONTENT· 0231-111 b· TEMPERATURE· C1064,)161$131· CAPPING· ¢1231-9 COMPRESSION TEST RESULTS ASTMC39-94 NELSON & SLOAN 678952 522 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE. DATE.OF NUMBER OR SET NO. (DAYS) TEST 16399 A 7 02/20/98 16399 B 28 03/13/98 16399 C 28 03/13/98 16399 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. ·LOAD DIAMETER (LBS.) 7Q000 Cylinders picked up by PSI X representative. (IN.) 6.00 Cylinders·delivered to PSI laboratory. AREA STRENGTH (~Q.IN.) (PSI) •. TYPE OF BREAK 28.27 2480 Cone 3000 '• Test results comply with applicable specifica.tions. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: CARLOS HERNAND~Z cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDIC.ATIVE OF THE. ENTIRE. CONCRETE Pl:ACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC, PSI A-200-1 (4)F Respectfully submitted, i§l?2}!=~ DISTRICT MANAGEtf Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA ·92008 January 15, 1998 PROJECT:· LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-702·02-189 LOCATION OF PLACEMENT CURB & GUTTER STORM DRAIN APRONS DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F January 06; 1998 08:30 am '4 1/2 62 CONCRETE TEMPERATURE, °F 7 4 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY January 07, 1998 PSI\DEREK PETERSON SUPPLIER SUPPLIER SUPERIOR READY MIX DELIVERY TICKET NO.frRUCK NO. MIX NUMBER AND-PROPORTIONS 560-C-3250/ 3250 psi CEMENT WATER FINE AGGREG,l\TE COARSE AGGREGATE ADMIXTURE tlOTE· APPLICABLE ASTM STANDABDJLl!NI.E.®.QTl:IERWISE INPICATEP· SLUMP· 0143.goa· AIR c;qNTENT· C_23J-ilb· TEMPfRA'TuRE· CtP64-S8(93} SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 16166 A 7 16166 B 28 16166 C 28 16166 D SPECIFICATIONS 28 COMP.RESSION TEST RESULTS ASTMC39-94 TOTAL CYLINDER DATE OF. LOAD DIAMETER TEST (LBS.) (IN.) 01/13/98 70000 6.00 02/03/98 98000 6.00 02/03/98 100000 6.00 .. ·-.. REMARKS: X Cylinders made by PSI representative. · Cylinders picked up by PSI . X representa)lve. Cylinders made by Architect's or Contractor's representative. Cyli11ders delive(ed to PSI laboratory. TECHNICIAN: DEREK PETERSON CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN:) (PSI)' TYPE OF BREAK 28.27 2480 Cone 28.27 3470 Cone 28.27 3540 Cone 3250 Test results comply with applicable X specifications • Test results do not comply with applicable specifications. C FO Respectfully submitted, Professiqnal Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTH~RS, H.O.K., CITY OF CARLSBAD ~t&-THESE TEST RESULTS APPL y ONL y TO THE SPECIFIC SAMPLES TESTED AND MA y NOT:BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN P.ERMiSSION ·av PROFESSIONAL SERVICE I_NDUSTRIES, INC. PSI A-200-4 (4)F DISTRI~AG::cf Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE. LEGOLAND ESTATES INC 5600 AVE;NIDA ENCINAS SUITE 130 CARLS~AD, CA 92008 January 15, 1998 . PROJECT: LEGOLAND THEME_PARK CARLSBAD, CALIFORNIA REVISION #1 ()UR REPORT NO.: 059-70202-188 LOCATION OF PLACEMENT THRUST BLOCKS -(KICKERS) STATION 44+79 TO STATION 40+50 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % January 06, 1998 03:30 pm 4 66 AIR TEMPERATURE, °F CONCRETETEMPERATURE, °F 79 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY January 07 ,. 1~98 PSI\DEREK PETERSON SUPPLIER . SUPPLIER PREMIXED CONCRETE DELIVl::RYTICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS 3238511/ 2000 psi CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASTM STANDARDS UNLESS OTHERWISE /NDICATED· SLUMf· CU3-90a· AIB PONIE!'/I· P231·~1b· TEMPERATURE· 01064-86(113) SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 16165 A 7 16165 B 28 16165 C 28 16165 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS . ASTM C39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (lBS.) (IN.) 01/13/98 108000 6.00 02/03/98 1~1000 6.00 02/03/98 118000 6.00 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by,'PSI X representative. Cylinders made by Architect's or Contrectofs representative. Cylinders delivered to· PSI laboratory. TECHNICIAN: DEREK PETERSON , CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) • TYPE'OFBREAK · 28 .27 3820 Cone 28.27 4280 Cone 28.27 4170 · Cone 2000 Test results comply with applicable X specifications. Test results do not comply with appliCl!ble specifications. CONFO MS Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD fr;::j~I SOrvi~e lnTdustries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN. PERMISSION BY PROFESSIONAL SERVICE IND~STRIES, INC. PSI A-200-4 (4)F DAVID J. , RCE DISTRICT AGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF MORTAR COMPRESSION TEST TESTED FOR: Legoland Estates, Inc. DATE: 5600 Avenida Encinas, Suite 1;30 Carlsbad, CA 92008 Attn: David Cattle 04-Feb-98 PROJECT: legoland Theme Park Carlsbad, California Permit# 97-1456 REPORT NO.: 059-70202--:187 FIELD DATA LOCATION OF POUR: SECOND LIFT OF SERVICE YARD WALL (CMU} ABOUT 75' FROM SOUTHEAST CORNER MAINTENANCE BUILDING -UTILITY PAD DATE POURED: TIME SLUMP, IN. AIR TEMPERATURE, F CONCRETE TEMPERATURE,F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY LAB CYLINDER No. NO.: 16178 A 16178 B 16178 C SPECIFICATIONS REMARKS: TEST AGE, (DAYS) 7 28 28 28 05-Jan-98 11:00AM 07-Jan~ss PSI/CARLOS. HERNANDEZ SUPPLIER COMPRESSION TEST RESULTS DATE OF TOTAL SAMPLE TEST LOAD DIMENSION (L~S) (IN.) 12-Jarr-98 5500 2X4 02-Feb-98 11200 2X4 02-Feb-98· 11160 2X4 cc: 1 -City of Carlsbad / Pat Kelley- 1 -Bernards Brothers Cons~ruction / Alex Y9ung 1 -H.O.K. / Chris Rooney 4 -Legoland SAMPL_I; AREA (SO.IN;) 3.14 3.14 3.14 Sl./PPLIER JOB-SITE MIXED DELiVERY TICKET NO. MIX# & PROPORTIONS TYPE •s• CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSIVE STRENGTH (PSI). 1750 3570 3550 1800 00 D CR] D [!] D OBSERVATIONS Samples made by PSI representative Samples made by Others Samples picked up by PSI Representative Samples delivered to PSI laboratory Test results comply with applicable specifications. Test results do not comply with apphcable specifications. TYPE OF FRACTURE, IF OTHER THAN CONICAL ____ _ CONFORMS Respectfully submitted, ~-dur Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455·1170 REPORT OF MORTAR COMPRESSION TEST TESTED FOR: Legoland Estates, Inc. DATE: 5600 Avenida Encinas, Suite 130 Carlsbad, CA 92008 Attn: David Cattle 16-Jan-98 PROJECT: Legoland Theme Park Carlsbad, California Permit# 97-2128 REPORT NO.: 059-70202-186 LOCATION OF POUR: FIE;LD DATA FIRST LIFT OF CMU WALLS@ D-1 @ REFUSE ENCLOSURE DATE POURED: TIME SLUMP, IN. AIR TEMPERATURE, F CONCRETE TEMPERATURE, F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY LAB CYLINDER No. NO,: 16018 A 16018 B 16018 C SPECIFICATIONS REMARKS: 16-Dec-97 2;3bPM 18-Dec-97 · PSI/CARLOS HERNANDEZ SUPPLIER COMPRESSION TEST RESULT~ TEST DATE.OF TOTAL SAMPLE AGE TEST LOAD DIMENSION (DAYS) (LBS) (IN.) 7 2s.,...6ec-97. · 6820 2X4 28 13-Jan-98 12500 2X4 28 13-Jan-98 13500· 2X4 28 cc: 1 -City of Carlsbad / Pat Kelley 1 -Bernards Brothers Construction / Alex Young 1 -H.O.K. / Chris Rooney 4 -Legoland S_AMPLE AREA (SQ.IN,) 3.14 3.14 3.14 .SUPP.LIER JOB-SITE MIXED DELIVERY TICKET NO. MIX# & PROPORTIONS TYPE •s• CEMENT WATER FINE AG GREGA TE COARSE AGGREGATE ADMIXTURE COMPRESSIVE STRENGTH (PSI) 2176 3980 4300 1800 00 D [K] D ~ D OBSERVATIONS Samples made by PSI representative Samples made by Others Samples picked up by PSI Representative Samples delivered to PSI laboratory Test results.comply with applicable specifications. Test results do not comply with applicable specifications. TYPE OF FRACTURE, IF OTHER CONFO Respectfully submitted, Professional SeNice Industries, Inc. ~f./2_._. In/lnation rb1Juild 0~ Professional Service Industries, Inc. • 6867 Nancy Rid9e Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l -, Environmental I GeoteclJn~cal Page_1_of_ • Construction Consulting • Engineering • Testing INSPECTION REPORT CLIENT LG'"tqo LA N:J;> DATE "S--5 -'i ':O . Architect ___________ __. _ __,_ ___ _ Engineer ,v ..:>L.n£ INSPECTION MAT'L SAMPLING QTY. __ OSHPD __ Concrete Cylinders -- _QSA --. Cement -- ><--specialty __ Mortar Samples -- __ Mechanical __ Grout Samples . , __ Electrical -.-Masonry Prisms . , __ Roofing --. Masonry Block · --· __ concrete __ Fireproofing --__ Masonry -. _ Units (block or brick) __ Struct Steel __ Asphalt Concrete -·- __ Prestress Cone __ Roofing --·- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ waterproofing __ H.S. Bolts --__ Non-Destructive __ Tendon (PT Strands) --__ Soils Technician __ Other --__ Batch Plant -.-Other __ Bolt Pull-Out __ Other REMARKS I c,.1 !:.:i TI~TS ) 4 61\,) PROJECT (Name) L@:lp o '--A V>-.J s, (Address) ~6;rl. At> c 4 , REPORT No. -..-......~ ........... ~-..-=--c:---~/_.o_~~-os C\ • J 07 L:3-,. J {.,;:t lj_ Building Permit·No. -"-'-.;,+-P4=-----'---------- Plan File No,----'----=--------------- Govt. Contract No.--------------- OSA or OSHPD #------------- Other . ~IO:n:9 '2::-< ,=-WA l:k1YI-- MATERIAL DESCRIPTION INSPECTION CHECKLIST _._ Rinf.: Rebar >< Plan & Specs O'Z...<..(., 5 __ Rinf.: W.W.F .. _ Clearances __ Rint.: Tendons ·_Positions __ Cone.: Mix #/psi _Sizes __ Qqnc.: Mix #/psi _Laps .--. Cone.: Mix #/psi-_ Future Continuity #/psi __ Grout Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mcirtar Batching -·.-Units: Block _ Electrode Storage _. _ Units:· Brick _ Torque Applied __ Steel --. H.S. Bolts __ Metal Decking . __ Electrodes __ Fireproofing . ~Other'"?w: ~~"'n~b:: _ Corrective action required __ ·_ Corrections completed L;.:, AS C!...l;t ! 90-C. !Y ,...- 't:<2 Sc;-Lu S li: ,_ ~·ITl:t ( I'- Sf:-l WS ti I 1,yl;;, CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the 'locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME~_ ... \.c...,;&)t"-.A....,r.;:c£1-"<..___r>..,._\ __ 3?__._~tn:t'--'--:D:Y~::;.,$""',.:,...,-,...J~ (Print Clearly) '->---. . · · INSPECTOR SIGNATUR;P.__,"'--'~,:;::~--,,-\~--:)-+-l ~-"-.'-'-'. ·-· ' ..... · ---,,_, •• -. ~ ., • (' " .. ><,, ~' :;:- PSI-B-900-170(2) CERT. NO. ________________ _ DAT;. 7-.:,-c, ~ L .1 Environmental f Geotechn{cal Page_1_of_ ~ Construction Consulting • Engineering • Testing INSPECTION AEPOR.T CLIENT L-<flp..p Lr¼:Yi:> DATE ~-(c-5-5 Architect __________ ....,_ ____ _;____--'- Engineer _ __..1u..._.0"'L......,t:J_.....:r __ ..,, ____ ___,. _________ _ PROJECT (N~me) t 1-n,? o L-A & D (Address) 4-!1,u_s 6AP c;.A , REPORT NO. o"5>«;-Jot..o "I---:-.5.?/ ~ Building Permit No; ....;,u-=,~mc.L.-'--__________ _ Plan File No·---~----------------- Govt. Contract No. ______________ _ OSAorOSHPD#----'-----------'-- Other ?oJ:l4 e,u:::-w A---t:<.::O:::L - .. INSPECTION MAT'LSAMPLING QTY -MATERIAL DESCRIPTION INSPECTION CHECKLIST _QSHPD _. _ Concrete Cylinders ----__ Rinf.: Rebar ::>.-Plan & SpecsOUe '2 S _QSA __ Cement __ Rinf.: W.W.F. --_ Clearances ~Specialty __ Mortar Samples --__ Rinf.: Tendons _ Positions __ Mechanical ___ Grout Samples : ___ Cone.: Mix #(psi _Sizes ---Electrical ___ Masonry Prisms --:-__ Cone.: Mix #/psi _Laps __ Roofing __ _ __ Masonry Block --__ Cone.: Mix #/psi · __ Future Continuity #/psi __ concrete __ Fireproofing --. __ Grout: Mix #/psi _ Consolidation __ Masonry __ Units (block or brick) --__ Mortar: Type/psi _ Mortar Batching __ Struct Steel ___ Asphalt Concrete --__ Units: Block __ Electrode Storage __ Prestress Cone __ -Roofing --· __ Units: Brick · __ Torque Applied __ Pile Driving __ Reinf. Ste~f --_-_Steei __ Fireproofing _-_Steel-----H.S. Bolts __ waterproofing __ H.S. Bolts _ Meta.I Decking __ Non-Destructive __ Tendon (PT Strands). --___ Electrodes __ Soils Technician __ Other __ Fireproofing __ Batch Plant __ Other --___ Other -· _ Corrective action required __ __ Bolt Pull-Out __ Oth_er ---__ Corrections completed REMARKS e,nN'NNl,;1ti4:::> ( f ) (~t.sr _Ar V $-/LI o v,. S ·'::I" w«,.. ~ :Z.. @, :Z.l:±3P-G2-~" ws ::e-3 Q l"'l-+ J':I \V-z_1,; CERTIFICATION OF COMPLIANCE: To the best of our knowledge, a.fl.of.the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the buil<;ling-codes. This.report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME ~lfl'.... ";> Xtrn:n'::CZ; N. CERT. NO. _______________ _ (Print Clearly)-~ INSPECTOR SIGNATUR& .J, 1? _ ~~. PSI-B-900-170(2) -. DAT!= ~ .... <.,, -S S t Page_1_of _J_ INSPECTION REPORT cueNT--./ ..... t:.=G ____ o.._ ___ ___ DATE--..S--_-...._7_-___., ...... tl..__ __ Architect. __ ;./,___,__-=OC-.,&.J(..;;;,._ ______ ----, ______ '--- Engineer___._(}1,___,_;;._11-f.=· """'t=,.,,_;=-~ ---'a=-+;n..:......L=-A-£..-=--'-t._=,.u-· __ '--_ Contractor._ffi_ ...... tte;..;"'-""""':,ie;..L.AAo.......,,,~:@---"""~"""~c...,,:;-------- INSPECTION MAT'L SAMPLING QTY _OSHPD ___ Con<;rete ·cylinders -- __ OSA __ Cement --__ Specialty __ Mortar Samples --__ Mechanical __ Grout Samples --- __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block --- __ Concrete __ Fireproofing -- ~asonry __ . Units (block orbrick) __ Struct Steel . __ Asphalt Concrete -- __ Prestress Cone ___ Roofing __ Pile Driving ___ Reinf. Steel -- __ Fireproofing ___ Steei -- __ Waterproofing __ H.S. Bolts --- __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician . __ Other -- __ Batch Plant __ Other __ Bolt Pull-Out ____ Other -- PROJECT(Name)·--1,/,, .... .c,_i..,....,.i9,~te>~/4~1i1--,,i:i;..L.L.1,,d ___ _ / (Address)-~~------- {;ML/G BM) a . REPORT No .. ---"Z~tJ-=2=0:::....,2-,,....,..--..;;..·· 52=--=--~-B_ Building Permit No._'-'---___ '7'-7'---..... $~2-...... ~c....,-J~-_· ___ _ Plan File No, _______________ _ Govt. Contract Nb.-------------- OSA or OSHPD # S"= +- Other Wl.l(' __i~C/vl,JJ, MATERIAL DESCRIPTION INSPECTION CHECKLIST ___ Rinf.: Rebar II""' Plan & Spe~s _ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons _ Positions _ Cone.: Mix #/psi __.CSizes _ Cone.: Mix #/psi ·_Laps __ Cone.: Mix #/psi ._ Future Continuity #/psi _ Grout: Miic #/psi _ Consolidation _ Moriar: Type/psi -~ortar Batching ____ Units: Block _ Electrode Storage ·_ Units: Brick -· _ Torque Applied ./ Steel /fftm_ ~ 6 _H.S.Bolts .!I!:, Metal bee~ · -· ../ Electrodes__lOi;;lf ~~ _ Firepro~g : --_ _L Other _. 't'.!1 ,V~ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of th~reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report· covers the locatiqns of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME VA:>, ~~ -(Print Clearly) INSPECTORSIGNATIJRE~~~w- Pst-s-soo-110<2) • _ DATE __ ~s-=_-.:....7_-9....1-=..'if"' _____ _ Page_1_of_ INSPECTION REPORT CLIENT I GI,.,o t..t1 «'-".D DATE 7-le,-'1% Architect_~wc,_ ______ ...;._-'-----,------ Contractor. :B 2Yl A-/ A: a j') s INSPECTION MAT'L SAMPLING QTY _OSHPD __ ,Concrete Cylinders -- -OSA ___ Cement -- __ specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical ___ Masonry Prisms --·- __ Roofing ___ Masonry Block _¼".Concrete __ Fireproofing --__ Masonry __ Units (block or brick) -- __ struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing ___ Steel -- __ waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS PROJECT (Name) <-~~o I dx:::'.D (Address) GtH--'-:'i>?i·:AI:> <'-d-. REPORT NO. oss-,cn.0·1:...-. Building Permit No. -'57.__._,_;;;_2_&=.-'..::;"=-__________ _ Plan File No, _______________ _ Govt. Contract No.-----"'---------- . O$A or OSHPD #-----'------------ Other ?~h"-"->+·-'b L-o-r . L, Cat\'"1 ~cu;; <"> n<,-,S;-'1'"-, MATERIAL DESCRIPTION .INSPECTION CHECKLIST ~ Rinf.: Rebar t:l: !cl=,-Q,a..~o 2L Plan & Specs . __ Rinf.: W.W.F. ....s::. Clearances __ Rinf.: Tendons · ~ Positions __ Cone.: Mix #/psi ~Sizes ___ Cone.: Mix #/psi . __ Laps __ Cone.: Mix #/psi __ Future Continuity #/psi __ Grout: Mix #/psi __ Consolidation ___ Mortar: type/psi . __ Mortar Batching _._ Units: Block __ Electrode Storage __ Units: Brick . _. _ Torque Applied __ Steel __ H.S. Bolts __ Metal Decking . __ Electrodes _. _ Fireproofing _._Other __ Corrective action required __ __ Corrections completed '· < dr: 13,,ts,s-s (.w r<2 1"7't"-J , CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME 7) .:ni-<:,,c:... '"i::> INSPECTOR SIGNATURE_;,,::;...,.,.""'-l__,___,..~'-----,---=-- PsI-e-soo-110(2l CERT. NO. OB3 C"i § t -~-; ~ DATE '7 -<,, r 1 ~ Page_1_of_ · INSPECTION REPORT CLIENT L81.pQ kA •VD DA TE 1-1 o -'j .,; Architect_.!DoU'-..--------------------'-- Engineer N o, n:r Contractor. J?a<·NA) ;4,1,.D..---. . 3?,XLQ n±s-:0&:!> INSPECTION MAT'L SAMPLING· QTY __ OSHPD ___ Concrete Cylinders --_OSA __ -Cement -->< Specialty __ Mortar Samples __ Mechanical __ Grout Samples __ Electrical ___ Masonry Prisms --__ Roofing ____ Masonry Block .. __ Concrete ___ Fireproofing --__ Masonry ___ Units (block or brick) --- __ Struct Steel ___ Asphalt Concrete -- __ Prestress Cone __ Roofing --__ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out _-_Other REMARKS "Z.. ):\ Q !,<', Sb> _ W 1:t:tt PROJECT -(Name) t.. t!'l?r:? l l'1:t>-r 4" (Address) Cu/2d.s.P.a-P CJ6 REPORT NO. coct·to2 c-"2. -77 2- Building Permit No . .,:;_x_·..,_rv=/4_.__ ___________ _ Plan File No, ___ __,.......-------"------ Govt. Contract No.---~----------- OSA or OSHPD #------------- Other FHk6"" -5 t-''B,-'", b-:S MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar . x Plan & Specs t2l .. !.:: !i.S __ Rinf.: W.W:F. _ Clearances __ Rinf.: Tendons _ Positions ___ Cone.: Mix #/psi _Sizes __ Cone.: Mix #/psi _ _Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi · _ Consolidation __ Mortar: Type/psi _ Mortar Batching ___ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel __ H.S. Bolts __ Metal Decking __ Electrodes ___ Fireproofing ~ Other \.l'.?~TI?s::t ,~ ~orrective action required __ '?t.~~: ~ 'T"b"'S.,... _ Corrections completed A--\' \ so r':2 , l N'P ,,-:A:n IV (,:, TP 9:-0,1- DA::D.:i', CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers·the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME _::D~t;3)z__,co.:;)..,.L _ __.Y'---~-'-""~'-'--""==t..::J-"-_ CERT. NO. ________________ _ (Print Clearly) ~ INSPECTOR SIGNATUREY--~~..........,,~~( ,__ -~--~....,,.--=.-.--,-, PSl-8·900-170(2) ' , DATE 2-I O -<;$ l,.. ~ •1 Information ~~• .To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: July 30, 1998 OUR REPORT NO.: 059-70202-798 FIELD DATA: LOCATION OF PLACEMENT C-I-P WALLS QUEUE RAMP WALLS PERMIT# 98-208 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY July 23, 1998 09:40 am 4 1/2 72 90 July 24, 1998 PSI\DAN RAMAGE NELSON & SLOAN SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RES UL TS ASTMC39·94 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ. IN.) (PSI) 17459 A 7 07/30/98 55000 6.00 28.27 1950 17459 B 28 08/20/98 17459 C 28 08/20/98 17459 D SPECIFICATIONS 28 3000 NELSON & SLOAN 716284 1386 TYPE OF BREAK Cone REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. Test results comply with applicable specifications. Cylinders made by Architect's or Contracto(s representative. Cylinders delivered to PSI laboratory. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A·200-4 (4)F DISTRICT Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ·DSI Geotechn!t;:al t "'1 FnvwonmentaJ •-., Construction Consulting • Engineering • Testi;,g RE;PORT Oi= CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTL? LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 July 10, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-753 LOCATION OF PLACEMENT SUB STATION #4 FOOTINGS & SLAB DATE PLACED TIME SLUMP,_IN. June 27, 1998 11: 00 ·am· SUPPLIER PREMIXED CONCRETE AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 4 73 79 Ju],y 02, 1998 PSI\DEREK PET~RSON PREMIXED CONCRET~ DELIVERY TICKET NO:/TRUCK NO. MIXNUMBERAND PROPORTIONS 3032500 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NQIE:.Ael'LICABLE ASTM STANDARDS UNLESS OTHERWISE INDJCATED·SL!)MP· C143-90a· AIR CONTENT· C231-91b· JEMPERATIJljE' CJ064-B6193l· CAPPING· C1231-93 LABORATORY NUMBER 17340 17340 17340 17340 SPECIFICATIONS REMARKS: COMPRESSION TEST RESULTS ASTMC39-94 .. SPECIMEN TEST IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST A 7 ·07 /04/98 B 28 07/25/98 C 28 07/25/98 D 28 X Cylinders made by PSI representative. Cylinders made by Architect's o( Contracto(s representative. TOTAL CYLINDER LOAD DIAMETER ·(LBS.) (IN.) .. . 93000 6 •. 00 95000 6.00 1.07000 6.00 ... Cylinders picked up by PSI ~ repre~entative. . _ Cylinders delivered to PSI labora.tory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ;IN.) (PSI) TYPE OF BREAK 28.27 3290 Cone 28.:;p 3360 cone 28 •. 27 3780 Cone 3000 X Test results comply with applicable specifications. . Test results do not comply with applicable specifications, ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM Cc6~7 0 -:·~r-o TECHNICIAN: DEREK P,ETERSON . Respectfully supmitted, ci:>r-_ fes.si 1 onal Service Industries, Inc. cc, LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD µda,, DAVIDyR; , RCE THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. DIS TRI CT MANAGER PSI A•200-4 (4)F Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 /, "l -, Environmental DSI Geotechn~cal •-"Construction Page_1_of_ Consulting • Engineering • Testing INSP~CTION REPORT CLIENT LB't 1? DATEffl 1--°) «t, PROJECT (Name),ls°J~Nd. J}::)f:..._ h 1:~n} (Address)CM..lsbtcl ½ J· ?·'0 REPORT NO. OS:ci -7 o ~6'.'s,,, -,, / ',.J Architect _________ '-----------Building Permit No._. _____ __.._ ______ _ Engineer _______________ -'-~-- Contractor. _________ ---'-----------'-'--,--- Plan File No._------'------------- G.ovt. Contract No.--------------- OSA or OSHPD #-----------'---- Other------------------,--"------ INSPECTION MAT'LSAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD ~ Concrete Cylinders _g_ _ Rinf.: Rebar .. _ Plan & Specs _QSA _._. Cement· · --_ Rinf.: W.W.F. _ Clearances _Specialty __ Mortar Samples -·-_. ·Rinf.: Tendons _ Positions _ Mechanical __ G~out Samples --_ Cone.: Mix #/psi _Sizes _ Electrical __ Masonry Prisms . --_ Cone.: Mix #/psi _Laps _Roofing _. _ Masonry Block --_ Cone.: Mix #/psi _ Future Continuity #/psi ..2L. Concrete __ Fireproofing ---· Grout: Mix #/psi _ Consolidation _Masonry __ Units (block or.brick) --_. _ Mortar: Type/psi _ Mortar Batching _ Struct Steel _ Asphal(Concrete --_ Units: Block _ Electrode Storage _ Prestress Cone __ Roofing _ Units: Brick _ Torque Applied _Pile Driving __ Reinf. Steel · --· _Steer _ Fireproofing __ Steel --_H.S. Bolts _Waterproofing · __ H.S. Bolts --_ Metal Decking _ Non-Destructive __ Tendon (PT strands) --_ Electrodes _Soils Technician _. _Other --_. _ Fireproofing _ Batch Plant __ Other . --_.Other _ Corrective action required __ _ Bolt Pull-Out __ . Other --., _ Corrections completed REMARKS ~~¾Qf;,~ co~CQ...~ ~L~_C..B':::-,&~ f-i!,.'""' Ni L:~, ~t-.d..,. coLIA. ......... N,? 'I<\\''& dd19.,) C:,i..tq. Q .~-I. 4 ooo.Q>L~, <,s...,,,;.., l;,.Q'S) '9'.\(. a~ 'r-'°'rr6~~\,\,~~-(Ot>.)SOL:.d ~r~ b~ 0 \V"-.6oh~1'l:( . .\ C • r' L-J -~ ,,~NL~C>"-.. 't:<\tr-0~ oN,~ sc:r as: ~°"'n cyL,NC\6"-.s., ~~~~~ ~k'.EN f u\.,-...·, QtV\G}L ~~ -:S\~4i:-l:,B24 SJ. bL.v..~_~' CDNC.-78°7 B~. ~~~n..ox, 7 a.~, :yd~, wt;'L~ ~L~ct.J, 's:N)"-lAC:>~ CPNW\<> ~¼Us'r:M'~ i;X 6i>f:\.L4 ~1&~:rn,'iW ;"''i -~·,W:-~LL.s -f"\',)< d~,CqN \2:\t:,{¾ l-\bt>c ~· 5~~4 T,.,,,~ f Mv-... \'2.MG\<,, ~ ~B )7"\ c"-l?T~hr3.~S"()b. 6'L¼MC _,. /1 . I L-\1) .6 J £::i..'-~ b ., C.O'Nl. J 0 CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of'the reported·work, unless.otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAMR.:oL~-w ~ j-t ~ob)':;5n..-. CERT. NO. ________________ _ (Print Clear1y) INSPECTOR SIGNATURE£_.Q..~ ... :X:. ~. PSl·B-900· 170(2) . . · . DATE 2->-\ \--S ~ I I I I ! i ' ! ! I ! : Pag~_L_of ·.).... INSPECTlON REPORT . CLIE.NT~L~ ~ DATE ef-I 3-!€ Architect HJ/( U' e Engineer~;, < ~tlh-/ , . INSPECTION MAT'.LSAMPLING __ OSHPD _._Concr~te Cylinders _OSA __ Cement __ Specialty __ Mortar Samples __ Mechanical __ Grout Samples _ Electrical __ Masonry Prisms __ Roofing __ Masonry Block __ concrete _. ___ Fireproofing LMasonry __ Units (!:>lock or brick) __ Struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing. __ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel __ waterproofing ___ H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other __ Batch Plant __ Other ___ ,... Bolt Pull-Out __ Other QTY -.-. -- -- -- -. -- -- -------- --- PROJECT (Name) mi . . (Address) . /&,.. REPORTNO. 4'-£f-20UJ~-~~~ Building Permit No.----------'------ Plan "File NO,----,-------------- Govt. Contract No.---'--------------------- OSA o~? #±.: :e· Other~illl!'A.~ . MATERIAL ~CRIPT~ INSPECTION CHECKLIST . .JL Plan & Specs ,#;ll; .. [..¥Q ~ R~nf.: Reb;lr '< j'A ~ , _ Rmf.: W.W.F. -_· Clearances _ Rinf.: Tendons _· _ Positions __ Cone.: Mix #/psi . _Sizes _ Cone.: .Mix #/psi _Laps ·_ Cone.: Mix #?psi __ Future Continuity #/psi _ Grout: Mix #/psi _ Consoliqation _J(__ Mortar: Type/psi' S '/$JI& . _ Mortar Batching · JI Units: Block C: f._itJ .p:.111 . _ Electrode Storage _ Units: Brick .. _ Torque Applied _Steel _ H:S. Bolts · _ Metal Decking __ Electrodes _. _ Fireproofing · __ Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project cqntrol. CERT. NO.~ H5!-g INSPECTOR SIGNATURE_/..~~~~~~b.-...-..,.,,.......,..~M~~~~--:1.t:.::.i:Jr.::.-~tl.~B2_ _____ --:------ ps1-s-soo-110(2J REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 February 19, 1998 LOCATION OF PLACEMENT WATER MAIN THRUST BLOCKS DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY February 11, 1998 04:00 pm 4 62 70 February 1_2_, 1998 PSI\DEREK PETE~SON SUPPLIER PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70~02-294 SUPPLIER DELIVERY TiCKET NO.lTRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE PREMIXED CONCRETE 3233502 NQra;.AEELI.ChBLE ASTM STANDABQi;~UJ!ILESS OTHERWISE ltilllmD· sLUMP· C143-90a· A18 CONTENT· C23)-91b·JEMPERATURE· C1064-86(93);J:APPINC1· 01231-9 'SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 16396 A 7 16396 B 28 16396 C 28 16396 D SPECIFICATIONS 28 ·COMPRESSION TEST ·RES UL TS , ASTM C39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS,) (IN.) . 02/18/98 57000 6.00 03/11/98 100000 6 .. 00 03/11/98 98000 6.00 REMARKS: X Cylinders made by PSI representl?tive. Cylinders picked up by PSI .K_ representative. · Cylinders ·made by Architect's or Contractots representative. Cylinders delivered to.PSI laboratory. TECHNICIAN.: DEREK PETERSON .. CYLINDER COMPRESSIVE AREA STRENGTH (SO. IN.) (PSI) TYPE OF BREAK 28.27 2020 Cone 28.27 3540 Cone 28.27 3470 Cone 2000 Test-resulls comply with applicable X specifications • Test results do not comply with -appo·-trf C cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD Respectfully submitted, 5-:::;_1 Se~/c,, Industries, Inc. DAVID -I_ eAN,~ THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCEO, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DISTRc~A~E:# . Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 Page_1_of_ INSPECTION REPORT unurr f',,+v PROJECT (Name)~a.M.O -1&, ~ (Address)/_ l-e-6() f>t · CLIENT _________ _ DATE_...;;O.....;;;3;._-_/...._/_-q-=--f~-__ _ Architect Jw I! .SnJOt_O E Engineer Mkenr-1 4 DuNN Contractor. ~APd?J. :0f2oJ C.01--ls1t; Ct>~ INSPECTION MAT'L SAMPLING _OSHPD /concrete Cylinders _OSA _Cement .. -.... ~-~ _Specialty _ Mortar Samples _Mechanical _ Grout Samples _ Electrical _ Masonry Prisms _Roofing __ ._· Masonry Block • =2'concrete _ Fireproofing _Masonry _ Units. (block or brick) _ Struct Steel _ Asphalt Concrete _ Prestress Cone _Roofing _ Pile Driving _ Reinf. Steel _ Fireproofing _Steel _Waterproofing _H.S .. Bolts _ Non-Destructive _Tendon (PT Strands) _Soils Technician _Other _ Batch Plant _ Other _ Bolt Pull-Out _Other REMARKS IJJff>N f.S.PIM ©3-ll-'16' QTY _,__ -- -- --- ---- -- --- ----- -- ------ -SPe C1At.. /NSP€cnDH Pet? v1fJlbO oH M, 'f-# 049 . f~;:; 4000 I CA£W6A1) CA. REPORT NO .. ___ -. __ 1 _,,,0"--'5"-C,----·....,..7.....,0_'UJ;;.__·..c...-z-"-_-:.;....c]?_-''-:?_., I}_, Building Permit No. ----'-q...........:._7_-__._r4.L.....:;...5_0 ___ _ Plan File No·----~------------ Govt. Contract No.-~------------- OSA or OSHPD #---....a.;__ ________ _ Other---------...--------,------- -- MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar ~n&Specs __ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons ~ _ Positions VConc.: Mix #/psi C,f9~D _Sizes _ Cone.: Mix #/pi;i . · / _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi /consolidation _ ·Mortar: Type/psi .. __ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel __ _ H.S. Bolts ___ Metal Decking _ Electrodes ____ Fireproofing _Other _ Corrective action required __ · _ Corrections completed 0~ f CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME {},t;et.oJ /!. -~M/J~Z,. /NSPECTORS/GNATURF ~1{:'~ _ _,.-- PSI-B-900-170(2) tN/atJ,C ~JZ CERT. NO._...!:::.---=.-=-------------- DATE,,...,.,.,.._(}_:,_~_-1,_1/-_Y._~ _________ _ ~ ~; .·· Professional Service lndustrie$, Inc. American Engineering Division .INSPECTION REPORT Page_1 of_~_ Project Name (per plans)___,L~tf7,:.,.,,...,,.,_r.._::,........,L--=;..,:;;;e .... N-=--??=,:--------,-------------------------- Inspection Date Inspector's Name PSI B-900·171 d-I .t,.] ~-+oo ~,J .I' Page_1_ofj_ INSPECTION REPORT PROJECT (Name) le60<.h-fo-Um.1_rt P/rD CLIENT I 03-(4-9.8> (Address) li::60 j)/£. DATE (;Af!.l.{ t!,40, CA-,,. tt-o~ REPORT NO .. 059.-~~202 -:3-;_ Sn.Jui6 E Building Permit No. 93:-Architect I ?0 Plan File No. Engineer M*n,_, t L>cJr-iJ-/ Govt. Contract No. f>P-oJ Cb>--t s:i12.ucrz o.J Co. OSA or OSHPD # Contractor t=:>U4N2-DJ Other. INSPECTION MAT'L.SAMPLING Qty MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD v'concrete Cylinders .o.!/::_ _. _ Rinf.: Rebar . 0ian & Specs _OSA _Cement _ Rinf.: W.W.F. _ Clearances _Specialty ____ Mortar Samples --_ Rinf.: Tendons _ Positions· _ Mechanical _. Grout Samples Vconc;;.: Mlx#/psi 5?¥'3coo _Sizes _ Electrical _. _ Masonry Prisms _ Cone.: Mix #/psi . _Laps ~oofing __ Masonry Block --_ Cone.: Mix #/psi _ Future Continuity #/psi _Concrete _ Fireproofing --_ Grout: Mix #/psi JL Consolidation _Masonry _. _ Uriits (block ,Yr brick) . -;-. _ Mortar: Type/psi __ Mortar Batching _ Struct Steel _ Asphalt Concrete --_ Units: Block _ Electrode Storage _ Prestress Cone _Roofing --___ Units: Brick .. _ Torque Applied _ Pile Driving ___ Reinf. Steel -·-_·steel' _ Fireproofing _Steel -·.-_-H.S.Bolts _Waterproofing _ H.S. 'Bolts _ MetalDecking _ Non-Destructive _Tendon (PT Strands) -·-_ Electrodes _Soils Technician _Other --_ Fireproofing _ Batch Plant _Other --_Other _ Corrective action required __ _ Bolt Pull-Out _Other ; --_ Corrections completed .. REMARKS S/f!Uf..P M 03-14--9f -Spec,4-t {f.JJfiWOJ.-i . f'/1.o t/t OfUJ. o· rt. Pu+Cbrtb-1, rot:-{:;{Jr/Cr~ MIX It 522 If~ =.?Jooo I f}J Orf ltou.J~Pn\\~ PA-OS .(<o.) Mo M{i;:(JfMt Ck . PAO AT unua f/J,Di ~ ®VJ!;~ tJ 6 PM>S lJJf,,e.£ . UH-Je&t~lF<Dl!-·C:b./J . ToPr, QF i3 ~'{f)j .StJPflifi!J .,._ N NWOri t J'WJr,\J . @rte 6ETOr I 0-lCK-£TE C ~ U 1-f Ot:,ed Mk?£ K)/( Cf)IY/ //!,€,SJ! Dr/ mr. tl.Joe1::, I'd--Jl'llhJI .. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not COf!Stitute engineering opin- ion or project control. INSPECTOR NAME fA-£WJ l'..~Mhc-z CERT. NO. tM/'atJ;C fil INSPECTOR SIGNATURE ~Ir DAT!;. 03-;f-yj> PSI-B-900-170(2) l' ., Environme!'tal • Geotechn1cal Page_1_of _j_ · ~ Construction Consulting • Engineering • Testing INSPECTION REPORT CLIENT LGC,o (AN,"::> DATE s-1-M Architect ________ -____ ..._ ........ ___ _ Engineer /Y24: 12. n,,..., c/ LJc-14-,,y . Contractor. ise-,yvr1.2-w s INSPECTION MA T'L SAMPLING QTY _QSHPD 2s::: Concrete Cylinclers _:j__ _QSA __ Cement ~Specialty __ Mortar Sample.s --· __ Mechanical __ Grout Samples .. __ Electrical _. _ Masonry Prisms -- __ Roofing __ Masonry Block -- ~Concrete ·-._Fireproofing --__ Masonry __ Units (block or brick) -·- __ Struct Steel __ -.Asphalt Concrete -- __ Prestress Cone ___ Roofing ·-- __ ~ile Driving __ Reinf. Steel -·- __ Fireproofing __ Steel __ Waterproofing --H.S. Bolts -- __ Non-Destructive . -. _Tendon (PT Strands)· __ Soils Technician --. Other -- __ Batch Plant _._Other -- __ Bolt Pull-Out _. _.Qther --· REMARKS S ?l;TT;-> &: '=-- e L,,, <, ,> , c-:::<:a L_ 0,4p I ,v{._, PROJECT (Name) LB{;>OL!{,t,.µ (Address) fn g c fi ?3tt i> (?di . REPORTNO. D$<"/-7Q,QL -,37 I Building Permit No. _9.!....!.7_-_2='-1.::::z..:.::o ______ ----'-__ _ Plan File No, __________________ _ Govt. Contract No.--------------- OSA or OSHPD #----'--------,----- Other S6JZ,:v)Ce"" 8:ll--1,£8 LQ& ... /Al(:, . 7'.>q c< />7,'/-/.-VTJ11.,,,,qA..,C...fS'. ~v1 It, i:>,A-6, MATERIAL DESCRIPTION INSPECTION CHECKLIST ·..c::__ Rinf.: Rebar /Jl:,JS -6,.,, G c;, _::::_ Plan & Specs __ Rinf.: w:W.F. _.?:_ Clearances ._. _ Rinf.: Tendons ~ Positions 2!:-Cone.: Mix #/psi ~Sizes __ . Cone.: Mix #/psi -1:£..'Laps __ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout Mix #/psi X:--Consolidation · __ Mol1ar: Type/psi ·-Mortar Batching __ Units: Block .. _ Electrode Storage __ Units: Brick -. _ Torque Applied __ Steel __ H.S. Bolts __ Metal Decking -... Electrodes __ Fireproofing __ .Other _ Corrective action required __ _ Corrections completed i>t'? <; J<;.. -- ST7,fl.-.L-& 24: S -'j>r?--t-fYI oc t S <,-7' f o6 Psft..zt..,r{) , . I :z:r-n=.r,.s:O c?f--G,) h2<-t IL ' . . S77Lt::.YV(~Tt-/ y,.=, 4-65°,C--67~. t,.._;)o/2-tL -;; . CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all-of the reported work, unless·otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers th~ locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE ......1.L~=--&,-,--,---+-...:c,,,,;::;,-;..=---- Ps1-s-soo-110(2l CERT. NO. Q~b9'8/-'?2£ 3-1-c, S DATF= .. ~. _..::,__:..,_ ____________ _ Page_1_of _f_ INSPECTION REPORT CLIENT Ltr:r...c? Ld?vl> DATE s-9-9f, Architect ____________________ _ Engineer 02&12--v & J d QuN_,v Contractor. 6e:?VV~os INSPECTION MA T'L SAMPLING QTY __ OSHPD __ Concrete Cylinders _OSA __ Cement -- ~Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms -- __ Roofing __ Masonry Block -- 2$:_Concrete ___ Fireproofing ---__ Masonry __ Units (block or brick) --__ Struct Steel ___ Asphalt Concrete -- __ Prestress Cone __ Roofing --__ Pile Driving __ Reinf. Steel -- __ Fireproofing ___ Steel -- __ Waterproofing _-_ H.S, Bolts --- __ Non-Destructive · __ Tendon (PT Strands) -- __ Soils Technician _._Other __ Batch Plant ____ Other ----- __ Bolt Pull-Out __ Other --- REMARKS 5 ?tak, A: ( I 11/ $ P<z!J? f},<.../ i3ooTH i.J;fS ? l &t,n>· PROJECT (Name) Lm2 o l,4,,./D (Address) . ~,2.-u eillf-A · C6-f, REPORT NO. C$ 9-7Dt o "L Building Permit No. __._97~-_.2-=1_· ___ 2-_.7 ___________ _ Plan File No. _______________ _ Govt. Contract No.-,---'-----'---------- OSA or OSHPD #------------- Other -:it-£T?-:VIC.l.;T /1112=-f;rft S(-IT,.UIZ.,.I M::: ~o (',.) i"1::f MATERIAL DESCRIPTION INSPECTION CHECKLIST "<' Rint: Rebar Ab/~ -bP -2!: Plan & Specs _ Rinf.: W.W.F. ·~ Clearances __ Rinf.: Tendons _1::::. Positions ~ Cone.: Mix#/psi 61-k-~ 'c-Sizes .--Cone.: Mix.#/psi ~Laps --. Cone.: Mix #/psi · _ Future Continuity #/psi __ Grout: Mix #/psi. · Zconsolidation __ Mortar: Type/psi _ Mortar Batching ___ Units: !3lock _ Electrode Storage ___ Units: Brick _ Torque Applied _-_Steel __ H.S. Bolts .--Metal Decking __ Electrodes __ Fireproofing _ Other _ Corrective action required __ _ Corrections completed i2G,,vf-o kt..vb _5 L-"'f l3_ , ;:O·g S CT _ :Ct? _ S. fC-,-'7:FC,. 1/QQO _ cs., r cpH.J'--1-/ -£.J,.:/-S S"ffvvti'>l ,f:P. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering-opin- ion or project control. INSPECTOR NAME-=:id.nm;.. ?. ?m")!..sgl'-" - INSPECTORSIGNATUR~ j~"~ PSI-B-900-170(2) CERT. NO.QW09fi I -8<3 DATE 3~ 7-96 l '"' -••. , '· ~-, ·~ Professional· Service ·industries, Inc. American Engineering Division INSPECTION REPORT Page_l_of_t_ Project Name (per plans)-/. ..... trt-. ....... -.'"""o""'.___.LA"""-',..,~,a_...,.7::>~---------'--~~---~---------------- Inspection Date 5 {3'"w (_ --rrz. /Y7*JJ<--) ~-,.,. -9~ -r/1_ ,,.,_ <..,....,. ,I.,. -:---r-,, J ,_<. :;:::,,e._,r,-.... } ,._ ~;;-A?.-~-~-r-,/7',(~ ,,,,:_ St"'1. ,_,_,,..,. (...f ~/ •• -~ /, J"" ~ ··-~ .-.LI J' ~ vi .. ...i ,._., ,-:::, ,:;;, ,,__,..,...,,("., Ar, rt.:;-,;:,-, ,._,I'-, ,(),,..,. , , A, 7"7.;,-.:;. r--, .... ..,,.._ ,-0 . ~ I'-::." r-,r-,., :,:-_,.,,_ .-,-,4 J -6-.,:;.._,_A i':, "'1.. -;-r:;;-• - .. A , I"'-,,. -----A Inspector's Name 0 71 -f----> r / ,.. ~ - I --........__--. PSI B-900-171 . Page_1_of _.?::- INSPECTION REPORT CLIENT /, ""° / ,4biC> DATE 2-ts-i& Architect _________ -'--------'-----'-- Engineer fYvu·oJ.J . tt /)u4,p Contractor. ~® !\it:\'¥'» s 1s €-. cn+ffi2cS INSPECTION MAT'L SAMPLING _._OSHPD ~ Concrete Cylinders _OSA __ Cement >< Specialty -. _ Mortar Samples __ Mechanical __ Grout Samples __ Electrical • __ -Masonry Prisms __ Roofing __ Masonry Block -4Concrete __ Fireproofing __ Masonry __ . Units (block or brick) __ Struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing __ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel __ Waterproofing __ H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other __ Batch Plant ___ Other __ Bolt Pull-Out __ Other REMARKS i>,4~ Lrii> A-<,,..Lo €---D I f\.d fu ·ro QJY JL -- ----·- -- -- -- -- -- -- -- -- --·- --··-. -- -- PROJECT (Name) L-<..;{20 L&v,:> (Address) ('4rn s B,.4£> Ci+, REPORT NO. OSC"f -702o"Z... Building Permit No. _9._7.,_ __ -..,_1..,_'-/_,f. ... s....__ ________ _ Plan File No,_....._--'----'-------------- Govt. Contract No.---~---------- OSA or OSHPD #------------- Other 5s . .v1c<-( t4-e e;Z?4 up, , rY Pd1? MATERIAL DESCRIPTION. INSPECTION CHECKLIST ~ Rinf.: Rebar 4fu!S -~-'l. f,O --2 Plan & Specs __ Rinf.:W.W.F. >< Clearances __ Rinf.: Tendons . 7 Positions -~ Cone.: Mix #/psi ::z't.2. -.3coO ..2.. Sizes __ Cone.: Mix #/psi >< Laps __ Cone.; Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi -z._ Consolidation __ Mortar: Type/psi -. Mortar Batching __ Units: Block _ Electrode Storage _._ Units: Brick _ Torque Applied __ Steei -. H.S. Bolts .. --. Metal Decking __ Electrodes __ Fireproofing _ Other _ Corrective action required __ ·• _ Corrections completed t ".H(F Pc.. A c. 1-rrn r-Q::t 7l O &: P~o_P¼f}3,., . 0 V (.,,.-,,g_ ct C L.. i? l A C e,;:::?>-:z ,~?::\ i r 3 ao =. ?$I -eo,vr- cERT1F1cAr10N OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otheiwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers tlie lo"cations of·the work inspected only and does not constitute engineering opin- ion or project control. CERT. NO. D$30C, '8 I -'B's¾ PSI-B-900-170(2) t. Profe$sional Service Industries, 'Inc. American Engineering Division 'INSPECTION REPORT _ .Page,~f -Z.....- Project Name (per plans)---.ct_st,c...==-=o-~l=-4~1"-/:...,.,i>""----,---------,----,.------------~'---- Inspection Date lJ Inspector's Name-1..L.....c:::::::::::..1__,r----+~-==+=.,__-_____ _ PSI B-900-171 • "l•·•u:,,;J EnvtromJleflfal -..g• Geotechn,cal •-. Construction Consulting • Engineering • Tes_ti~g Page_1_of~ INS.PECTION REPORT. CLIENT 4t.c.:O ) DATE '2,-5'-g g PROJECT (NameWJ a ~Tu~ ~~r. (Address(:Q,,,,,q2..,G::.'s~) G,:,.. , -33/. REPORT NO~ 5'1 -0 c,ac:,~ i'.'.'.: Architect _____________________ _ Building Permit No.ca_.+-7~--"1>---5~5:~------- Plan File No, _____________________ _ Engineer __________________ _ Govt. Contract No.--'------------- OSA or OSHPD #------------- Other __________________ _ INSPECTION MAT'L SAMPLING QTY MATERIAL. DESC.RIPTION. INSPECTION CHECKLIST _OSHPD A Concrete Cylinders d..Q.. _ Rinf.: Rebar _ Plan & Specs _OSA _cement --_ Rinf.: W.W.F. _ Clearances _Specialty _. Mortar Samples --_ Rinf.: Tendons _ Positions _ Mechanical _ Grout Samples ---_ Cone.: Mix~£ \ 6-_Sizes _Electrical _ Masonry Prisms _. Cone.: ~#/psi ~.S: oo -. Laps _Roofing _. Masonry Block _· Cone.: Mix #/psi _ Future Continuity #/psi XConcrete _. Fireproofing -·-_ Grout: Mix #/psi __ Consolidation _Masonry _ Units (block or brick) --_ Mortar: Type/psi _ Mortar Batching _ Struct Steel _ Asphalt Concrete --_. Units: Block _ Electrode Storage _ Prestress Cone _ .. Roofing __ _ Units: Brick· . _ Torque Applied _ Pile Driving _ Reinf. Steel. -.-·_steel _ Fireproofing _Steel --_H.S.Bolts _Waterproofing _1-1.s.Bolts _ Metal Decking · . _ Non-Destructive __ Tendon (PT Strands) --___ Electrodes _Soils Technician ___ -Other·. _ Fireproofing _ Batch Plant __ Oth~r --__ Other _ Corrective action required __ _ Bolt Pull-Out _._Other --_ Corrections completed .. REMARKS ~uty\\b~ en~~T&e ~~c.&~ hl ~~~ ~W;$f::.9L~CA ........ 1::10 ~~ \,~> 1 s: sL~~ p,,J q_~ . 2L,..., a.'N::-.h½ ~ 'o'J s:a ~ Q"~g__, @v-...~ ~ ---r~,L0~,~ C9't:4P ~\ 6;:t\'b_"t-.) 'n,, Y:r--Ea-0--~:,.)7\~ v~~~on..... XV\~~($ b ~~.> ' } . I - o~ J-.f G-,{L:,~~b<t.-5; ~LL 6~\....u$ · v-.obQ,b \f:!.4~_-g :J:'6~ c)......\A\'~, 6~IA ~..-1--, LnM ~ =I ':f', ,,¥,J;::r*bsa \'60 :fo.,_V\C;o~~'¼:'I} $1....v. "x:@ Gq ~in.. (oDf'J~ t> _ ,, rt ~ ~ " ~ I 1 (.oNe,_, ~5 • \~~ <S~ L,-...:)k1.~} 'cITvvb£\J L :+f, -::::>:p,..~Lµ c,,l..., 1\D ~- --:V:~ G \~ b ~:l.~k~ \F--'-'(.,¥.-~ 1b51 , G l_v. ~ 5 11 . ~\ 8.-G<\ Q fl c... k2 ~ '0-Ji..kr.. 0 CERTIFICATION OF COMPLIANCE: .To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · · INSPECTOR NAMF'9---ol-,;-"'Ncl y .. \2.._;;r "3'L CERT. NO. ________________ _ (Print Clearly) INSPECTOR SIGNATU~~ \ ~~ PSI-B-900-170(2)» ... -~· t . ,~ -·,·: .---. l I . rr~•, Environ~/ ..,tiiJ/1• Geotechn,cal •-~ Construction Page_1_of_ Consulting • Engineering • testing INSPECTION REPORT . CLIENTLtl.c. D \ DATE=?:>-t, -g ~ Architect _____________________ _ Engineer ____ -'---------------- INSPECTION MAT'LSAMPLING QTY _OSHPD _ Concrete_Cylinders ·--_OSA _Cemenj -- _Specialty _ Mortar Samples -- _ Mechanical _ Grout Samples _Electrical _ Masonry Prisms -- _Roofing _. _ Masonry Block -- _Concrete · _ Fireproofing -- _Masonry _ Units (block or brick) -- _ Struct Steel __ Asphalt Concrete -- _ Prestress Cone _Roofing -·- _Pile Driving _ Reinf. Steel -- __ Fireproofing _Steel _Waterproofing _. H.S. Boits -- _ Non-Destructive _Tendon (PT Strands) -- _Soils Technician ._Other -- _ Batch Plant _Other -- _ Bolt Pull-Out _. __ Other --. REMARKS PROJECT (Name~c,Lp.wd. ):ht;., ....... ~ ?~ . (Addres~k:;;>w, Cb I REPORTN~S-9 -7 0 ~ O'd.. Building Permit No. -Cf-t--7.__--"--3~~----S--~------- Plan File NO,---------------- Govt. Contract No.--------------- OSA or OSHPD #-....,....--------------- Other ____________________ _ MATERiAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar _ Plan & Specs _. _ Rinf.: W.W.F. _ Clearances _. Rinf.: Tendons _-Positions _ Cone.: Mix #/psi _. _ Sizes _ Cone.: Mix #/psi _Laps -. Cone.: Mix #/psi _ Future Continuity #/psi _ Grout, Mix #/psi _ Consolidation -·-: Mortar: Type/psi . _ Mortar Batching _ Units:.Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel _H.S.Bolts _ Metal Decking _ Electrodes . _ Fireproofing _Other _ Corrective action required __ _ Corrections completed . ~~'-N (:.\,.~ L,~b.';> s~s ~ ,q;-~ Sl:bh (j:y ·C-10,.~tj.c (k:LL!.cXcL',L~L ~oo-:), ~ , , L. . -u ti ..,...... _ L Q..o-$:rt---.'-\~ <:,; ,'--i<s-, 'o~v-:b'cN 9/ ~)t),. ~LL ~lt..n.b:-;;Js W¼\ SG><·" , ~r CERTIFICATION OF COMPLiANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAM~~~. 1:. <?---.o~l\;..,-CERT. NO. ________________ _ <Pnnt Cleany) INSPECTOR SIGNATU~~->= DATf;_ p-S -'1 4v PSI-B-900-170(2) · · ,. l •J Professional· Service 1'1dustries, Inc. _ • .. ·. Ameripan Engin~terir;ig Division · Page_·_1 of_·_, . INSPECTION REPORt Project Name (per plans) __.L'""-""(ll:;,'-""'-p_~L-"--"-'&;'""'"...v"""· -l?~--------,.-,--------,-----,---'-'----------- Inspection Date Inspector's Name_k1!J~%_t'.'.___Jd:{:n~~~~::j;::=::-:;r.~~~::z:~:::::::, PSI B-900-171 . ..~~ ' -> .: •• ;,,f ,,_--· Page...:L of _J_ • ,._ ~ •-..:w - ~ ;I .Environmenta.1 • Geot~t:,hn~cal _--~ Construction Consulting • Engineering • Testing INSPECTION. REPORT CLIENT '-@a CA ,vi> DATE 3 • G-5: '& Architect ___________ ---'------'---- Engineer---------------.--------'-- PROJECT (Name) l-1& o LA-,..; b (Addre_ss) {'A:a..~p .f.M. REPORT NO. 0$5 · 7 c:22 o ·c Building Permit.No.~&<--.,._/2~---------- Plan File No.----,--------------- Govt. Contract No. _____________ _ OSAorOSHPD#----,---------- Other -:t;: -, ~tr , .µ A::rt.Ffh ,,.,.., A, N INSPECTION l\i1A T'L SAMPLING QTY -MATERIAL DESCRIPTION INSPECTION CHECKLIST _QSHPD __ Concrete Cylinders __ ·Rinf.: Rebar k Plan & Specs -- _OSA __ Cement -__ Rinf.: W.W.F. __ Clearances - .2e.-Specialty __ Mortar Samples ----__ Rinf.: Tendons _ Positions __ Mechanical __ Grput $amples -- __ Cone.: Mix #/psi _Sizes __ Electrical __ Masonry Prisms --___ Conc.:-Mix #/psi _Laps __ Roofing __ Masonry Block ___ Cone:: Mix #,lpsi _ Future Continuity #/psi __ Concrete __ Fireproofing --__ Grout: Mix #/psi _ Consolidation __ Masonry __ Units (block or brick) --___ Mortar: Type/psi __ Mortar Batching __ Struct Steel ___ Asphalt Concrete --__ Units: Block _ Electrode Storage _ __ Prestress Cone __ Roofing --__ Units: Brick _ Torque Applied __ Pile Driving __ Reinf. Steel --__ Steel __ Fireproofing __ Steel --__ _ H.S. Bolts __ Waterproofing __ H.S-. Bolts ---____ Metal D.ecking __ Non-Destructive -__ Tendon (PT Strands) --__ Electrodes __ Soils Technician __ Other --__ Fireproofing __ Batch Plant __ Other --__ Other _ Corrective action required ___ __ Bolt Pull-Out __ Oiher --_ Corrections completed REMARKS -:C: ' ~<:1': ~ ~ M A: 1 N ?1 i;><C !9:Wl> ~ 14, C · ,±:,:: k, ,u:,._ -f: \ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building-codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAMF-:J:::?,flU;.')L)>ptJTu'Y::S::Qr:-? CERT. NO. _______________ _ ~maM~l_k INSPECTOR SIGNATURE-:v~ ~f-·<=--~ PSI-B-900-170(2) __.-. -- DATE ::~lo-c:; ..:-:c -. .r • .,:; • -~:r-~..:~, ~?-..-:.• :-., .,,.. ~--• -• ..,., "':""" ~ -~· --·. · ~ageJ_ot_L INSPECtlON REPORT CLIENT IA-be> k,q ,-.J'D Architect ________ ~-----'-----'---'-------- INSPECTION MATt SAMPLING QTY _QSHPD ___ Concrete Cylinders -- _OSA __ Cement >c-specialty __ Mortar Samples __ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms --__ Roofing __ Masonry Bloqk -- ~Concrete __ . Fireproofing ~ __ Masonry _. _Units (blogk or brick)· --__ Struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing --__ Pile Driving -. _ Reinf. St!3el- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts ---- __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician -. _Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out .-· _. Ott,er --.. REMARKS 4.,-- "5 ";>Q \. PROJECT (Name) L<50o LAND (Address) (~ Q, L$\?,>9 'i? C4 · Rl:PORT NO. q_,.r.,.1c,:z.ci::i,. Building Permit No. _er .... ,_.__· ... _Z .... \'""'.l=---7---'-------- Plan File No. _______ --'--------------- Govt. Cqntract No.--------------'--------- OSA or OSHPP #------------- Other S ITT-M A--1 T'C 1":. o-o -r'"H MATERIAL DESCRIPTION INSPECTION CHECKLIST 2!:.. Rinf.:Rebar ~ 6i~ · ~i. !'£0 ~ Plan & Specs __ Rinf.; W.W.F. ~ Clearances __ Rinf.: Tendons ~ Positions _ Cone.: Mix #/psi . .>.: Sizes __ Cone.: Mix #/psi 2'.:...Laps __ Cone.: Mix #/psi _ Future·Continuity #/psi · __ Grout:'Mix #/psi _ Consolidation __ Mortar: Type/psi.· _ Mortar Batching ·-.-Units: Block _. . Electrode Storage __ Units: Brick _ Torque Applied -.-Steel _H,S.Bolts .--Metal Decking _._ Electrodes · __ Fireproofing __ Other _ Corrective action required __ ... _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted; substantially complies with approved plans, specifications and applicable sections of the .building codes. This report covers the locations of the work inspected only ·and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE....!.,l~~--t....,.,,..,.,.,...-+-".:....:,:-:::,,-.,""""""'=--- Ps1-s-soo-110(2) INSPECTION REPO~T CLIENT Lq7po LA vr, DATE 3-l;, -98 PROJECT (Name) ?ez,,o LAtv1'> :(Address) &t2-L$ odi:> t'A REPORT NO .. o<.'i'-701,.0"- Architect ____________ -'------------. Building Permit No. ___.9__.7'-----=z:;.;.._, __ ·ic...;o;;.._ ________ _ Engineer (Y) Afl.-J l µ ~ 1:2 ½ ,.u-; .. , y c,, , _ Contractor. ~e-.z i;>s. INSPECTION _ MAT'L SAMPLING _OSHPD __ Concrete Cylinders _OSA __ Cement ~Specialty __ Mortar Samples __ Mechanical ___ Grout Samples __ Electrical --: Masonry Prisms __ Roofing ____ Masonry Block -2!._Concrete __ Firepropfing __ Masonry __ Units (block or brick) - __ Struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing __ Pile Driving __ Reinf. Steel __ Fireproofing __ St_eel __ Waterproofing ___ . H.S. Bolts __ Non-Destructive ___ Tendon (PT Strands) _._Soils Technician __ Other __ Batch Plant __ Other __ Bolt Pull-Out __ Other REMARKS S?G:Ze1t1 < JlvS,i?<:n;:.TZON p12..ov1 l:>l-r-;h QTY ---- -- ------ --- -- -- -- ---- ---- . - -- -- (Y/AtNTWA' C. i3 u1 kOIM LeOP--1>-t N6- Plan File NO,-----------,-------- Govt. Contract No.--------------- OSA or OSHPO: #------'----'---------- Other· t?'l91.uT1.v11urr "&02 (a.e:m :e) -s ... ,g r:, MATERIAL DESCRIPTION INSPECTION CHECKLIST ..21:.-Rinf.: Rebar 1t,15 ·c,':,;? ,o ~ Plan & Specs ___ Rinf.: W.W:F, ~ Clearances __ Rinf.: Tendons ~ Positions __ Cone.: Mix #/psi ~Sizes , ___ Cone.: Mix #/psi ~Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: ~ix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching _____ Units: Block _ Electrode Storage ___ Units: Brick _ Torque Applied __ Steel _ H.S .. Bolts _.__ Metal Decking __ Electrodes __ Fireproofing ___ Ott)er _ Corrective action required __ Corrections completed f.. C:1/U F ca..c.. 1 ,._, ~ 624--BA:-&_ S/26 ) • LA i' :S '? l 1 < t?S · (I l b?1-R.AMi:: 7 J P<-A: C-l-Dp p,_7VT Pa, a J"c.rc..r Pkt:'lNS :ro l' L:t!', C <-:-YYI \:5">V:C CERTIFICATION OF COMPLIANCE: To-the best·of our knowledge, all .of-the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the.building codes. This report covers·the locations of the work inspected only and does not-constitute engineering opin- ion or project control. INSPECTOR NAME 'D6)'2,..ffi<-~ . YG::7:WXL-s.::iQ , .... ,c .. ,., ~ INSPECTOR SIGNATURE:12 •• J\:1? !> ... _;z:;,_ PSI-B-900-170(2) ' CERT. NO. 08flQ9S I-85 DATE_~3~-~~~-_._~~B..._ ______________ J INSPECTION REPORT CLIENT Lm20 LA::zvt> DATE 5--s-·-f 'Q Architect __________________ ___,.--''---- Engineer ____________ ----'------- INSPECTION MAT'LSAMPLING QTY _OSHPD __ Concrete Cylinders -- _OSA __ Cement .2:CSpecialty ___ Mortar Samples ---- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block -- __ Concrete __ Fireproofing --__ Masonry __ ·Units {block or brick) . --__ Struct Steel __ Asphalt Concrete ---- __ Prestress Cone __ Roofing --__ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts __ Non-Destructive __ Tendon {PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant 2L Other w !J::1'IDt.. _3_ __ Bolt Pull-Out __ Other REMARKS ::Po '124 i', L c,,-I 1 2 d::::'f"l:O'.L- PROJECT (Name) Lt;1p o lA:M> (Address) ~ s f.a,ALJ 04, REPORT NO. -o~?-7?''.2::<TL auilding Permit No. ___._N-'--'.-'-tl ..... -__________ _ Plan File No, _____________________ _ Govt. Contract-No. ______________ _ OSAorOSHPD#------------- Other Pam 8< ~s-lu ¢1:'n..,-yz_ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar ~ Plan & Specs 0~ '° (;.~ ·--_ Rinf.: W.W.F. _ Clearances __ Ririf.: Tendons _ Positions ___ Cone.: Mix #/psi _Sizes _. _ Cone:.: Mix #/psi _Laps ·-Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching __ l,Jnits: Block _ Electrode Storage __ Units:· Brick _ Torque Applied __ Steel· _ H.$. Bolts __ Metal Decking __ Electrodes __ Fireproofing ..::!'.'._ Other :6i'k'n.r~u1 _ Corrective action required __ .,-yo; Lt.&!.. ,.., _ Corrections completed A, Fort... t+T nu9:ut..l 5uH?ow -# 1/'-l-t-7f :r:o s711770",J:// 60-f70 A TC>Ul <.-aE -rHa-t.,x&,) sAM&t 615 Ar .:JJ I Ft£ t£ H Yi24d!VL -sn1no&1zll S'St Z 5 - ::J z. h(Ltr HY f.>r.J..A1vT 5 T?tn,;uc-4 1/2-," ~.3' H -:;/J. 3 :[; ,uc H '(i;,&,A,.., r "'>TH notY.::11 '-I St "01, s:, CERTIFICATION OF COMPLIANCE: To the _best of our knowledge, al_l of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME J2c;-,z_b~ ~-?fi77.rz:t.:S..,A..I (Print Clearly) .___ R INSPECTOR SIGNATURF---pJJ? ••. ?~ PSl-8-900-170(2) CERT. NO. ________________ _ DATE 3--5 _. 'l ! t • .,.ll!';J Professional Setvic8. lndu5tries, Inc, , . .. f!!.fii111• -American Engineering Division ·. ---· . ~ --::;:-"'{-:z ::;.~ ~Page-1.::.:of _J_ · INSPECTION REPORT Project Name (per plans) ~l"-"1£Co"-""-o...,__,_ __ L,.,.""1'-LN,oy,;·p,._""--__ ---'_~~----,------------~---- Inspection Date -r A-L Inspector's Name-.l'.~4-_l)_-~:.....J::=::::::~:::::;;;;;;;;:::2-______ _ PSI B-900-171 .·¥>. . ·-~f~ :*: .. _;·:;~ -:;i .. lf -: -. -~--,";.. ;: - ··--. ..,.,.;.. .:;:..:·· ~--.:. -- .. : INSPECTION REPORT CLIENT t. S"too Li4N'i> DATE ~~ 4/-'i' 6 Architect _____________ ...;,_ __ __,_ ____ ___ Engineer ________________ -'-'--- Contractor. 7?e-,uv&: LD:S ~.,J)t.-? -,:{;:; ·' INSPECTION .MAT'LSAMPLING QTY _QSHPD -.-.· Concrete Cylinders . __ OSA __ Cement -2!:..Specialty __ Mortar Samples -- __ Mechanical · __ Grout Samples ·-·-- __ Electrical --. Masonry Prisms --__ Roofing . __ Masonry Block --__ concrete _._ Fireproofing __ Masonry __ Units (block or brick) --· __ struct Steel --. Asphalt Concrete . . __ Pre:Stress Cone _._Roof[ng -- __ Pile Driving __ . Reinf. Steel -- __ Fireproofing -.-Steel --__ Waterproofing __ H.S. Bolts -·- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician _._Other -·-- __ Batch Plant _._Other. --__ Bolt Pull-Out _· _Other --.. REMARKS of- /.J ,._, l:r VLALlty'-, PROJECT (Name) i.·6"l.o LA,ul> (Address) &trz., .s aao /14 REPORT NO. (?Sq, -2t2z..o::z -J-:/J Building Permit No,-L-/V..:....,e./~J __________ _ Plan File No,--'"---------'----------- Govt. Contract No.-----,--'----------- OSA orOSHPD #----'------------- Other "?o:v:za, i,:r-<..J:4:'H:?1-tn ,g, ,v MATERIAL DESCRIPTION . INSPECTION CHECKLIST ______ Rinf.: Rebar _l!-Plan &.Specs CZ<:,c,-S __ Rinf.: W.W.F. _ Clearances -.-Rinf.: Tf;1ndons _ Positions -. _ Cone.: Mix #/psi _Sizes __ Cone.: Mix.#/psi _. Laps __ . Cone.: Mix #/psi. _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation _ .. _ Mortar: Type/psi -. Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel _H.S.Bolts __ Metal Decking - -.-Electrodes -. _ Fireproofing __ Other. _ Corrective action required __ _ Corrections completed A--ryi:> CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless oth~rwise noted, substantially complies with approved pl~ns, specifications and applicable sections of the building codes. This report covers the locations of the work· inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATU PSl·B-900-170(2) CERT. NO. _______________ _ DATE __ 3.L::..-...!.L/_-_,!?"-~!!!.Q ____________ _ ·p' t'· f age __ o_ INSPECTION REPORT CLIENT LEt;,,o LA&D DATE 3'.<3 -ff, Architect·------------'-,-----'----'--- Engineer __________________ _ Contractor i5e7LJ.,A:4-b$ INSPECTION MAT'L SAMPLING QTY _OSHPD -. _Co~i,,.Cylinqers --__ OSA __ . Ceman----_x._ Specialty __ Mortar Samples --__ Mechanical __ Grout Samples -- __ Electrical __ . Masonry Prisms --·-· __ Roofing __ . Masonry Block · --__ Concrete __ . Fireproofing --__ Masonry __ Units (block orbrick) -·-- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing --·- __ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel --.. _. _Waterproofing _·._H.S. Bolts· --__ Non-Destructive __ Tendon (PT Strands) --· __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS CONT7 NY<CS PROJECT (Name) Lfl'(;zo I A &,d> · (Address) C,,.,t, t$ i!34i> C4, REPORT NO. 0:$9-~ozoz -31/'f/ Building Permit No. _____________ _ Plan File No,---'------------------------ Govt. Contract No. ______________ _ OSAorOSHPD#---'---------,----- Other "B,t:n ?,. '-e-,:..;,·AT7-rn, MATERIAL DESCRIPTION INSPECTION CHECKLIST --. Rinf.: Rebar .>r Plan & ·specs a 2 ,:,, (, :i __ Rihf.: W.W.F. _ Clearances __ . Rinf.: Tendons _ Positions __ C9nc.: Mix #/psi _Sizes __ Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Gro~t: Mix #/psi _ Consolidation __ Mortar: Type/psi ·-. Mortar Batching -.-. Units: Block _ Electrode Storage _·_ Units: Brick _ Torque Applied _._Steel __ H.S. Bolts __ Metal Decking __ Electrodes __ Fireproofing __ Other _ Corrective action required __ . _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our ~nowledge, all of the reporte~ work! unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the-work inspected only and does not constitute engineering opin- ion or project control. CERT. NO. ________________ _ DATE_~3~~~3~----'j~'f~?'--------------- PSI-B-900-170(2) ' l "'.,.;I En,vll'Oltffl8!lfal ~-_ .,,..,.. Oeptef:hn{f:al •-a Construction - Consulting • Engineering • Testing INSPECTION REPORT DATE I-Z.-9$ Architect ________ ~----------'- Engineer _______________ _.._ _______ -'- PROJECT (Name) Len., c> Let &i;> (Address} C#;,t.µ;.134D &I, REPORT NO. C>.S9-7oz az.. -3t/3 Building· Permit No. __ M__,,~'-f'I_,_-___________ _ Plan File No,-----"--------------'-------- Govt. Contract No. ______________ _ OSAorOSHPD#-------~------- Other S-n::,12--t;.12-t9 £/\-' INSPECTION MAT'L SAMPL,ING QTY -MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD ~Concrete.Cylinders y _ Rinf.: Rebar X Plan & Specs _OSA __ Cement --__ Rinf.: W.W.F. ~ Clearances :>c-"" Specialty ___ Mortar·samples --____ Rinf.: Tendons ~Positions __ Mechanical ___ Grout Samples --·-2!:... Cone.: Mix #/psi ·a:2_'22"<",.., .,,.r:-..:::::S...Sizes __ Electrical ___ Masonry Prisms ---__ Cone.: Mix #/psi .>< Laps __ Roofing __ Masonry Block --_ Cone.: Mix #/psi _ Fut"ure Continuity #/psi ><concrete __ __ Fireproofing --_ Grout: Mix.#/psi _ Consolidation __ Masonry _._ Units {block or brick) --_. __ Mortar: Type/psi _ Mortar Batching __ Struct Steel __ Asphalt Concrete --___ Units: Block _ Electrode Storage __ Prestress Cone · ___ Roofing --__ Units: Brick _ Torque Applied __ Pile Driving __ Reinf. Steel --_Steel __ Fireproofing __ Steel --_H:S.Bolts __ Waterproofing __ H.S. Bolts __ . __ Metal Decking __ Non-Destructive __ Tendon {PT Strands) --_· _ Electrodes __ Soils Technician __ Other --_ Fireproofing - __ Batch Plant ___ Other --· _ Other _ Corrective action required __ __ Bolt Pull-Out __ Other ---_ Corrections completed REMARKS ?<,.,4( t%)1d <:::'2'.Yt:: ?< ,4 <Y s -, )I A-, :z P ,-:n:., ,...,, c-nv $ .. ,, at4l"> CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of tne reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · · INSPECTOR SIGNATURE.,,.,/:::.==::q.._--1,i...,...,..,..~~~~c:--___, PSI-B-900-170(2) CERT. NO. ________________ _ DAT!; __ ~_-Z --f ~ ~ ·,.::' l jJ· t=»ro~essio~al~ ~e~i~~ Industries, Inc. ~ , -AmencaFJ. Er.1g11;ie~rmg,D1v1s1o_n _ _. " .. Page_/_of ~ INSPE:CTION REPORT. - Project Name (per plans) ___..L"'"'B1e""-"''""'"""--L--'-,4'-'-'-_ _,Z?=---'---'----'c----------------------·_,~~~~------,--,------ Inspection Date Inspector's Name,kbtf_~~'.'.2:~~s;::::;;~-------------- Ps1 B-900-171 CLIENT L. -~C,,) t-,..1,v:;2 DATE_~;-~z~&_-~f~g.,_ _____ ~ INSPECTION. REPORT Page_1_of_ PROJECT (Name). LBW LA&v (Address) _{,14 ScHD C4. . REPORTNO. Q$9· 701 oi!. -:).37 Architect _____________ ~~----Building Permit No._.._/4;,"'"'#f'-'--.._· __________ _ Plan File No. ________________ _ Engineer ______ --'-------a.--------,-~- Contractor ·g ,-,-iz , k dd ,::>s H ,L LJ iTlt (QI .. , Govt. Contract No. ---------------- OSA or OSHPD #-------------- Other-~----------------- INSPECTION __ OSHPD _OSA .>< Specialty __ Mechanical __ Electrical __ Roofing __ Concrete __ Masonry __ Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician _._Batch Plant __ Bolt Pull-Out REMARKS Tc- =,:I: /7-J.l'S.~1 MAT'LSAMPLING QTY. MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Concrete Cylinders -·--__ Rinf.: Rebar __ Cement --__ Rinf.: W.W.F. __ Mortar Samples ___ Rinf.: Tendons __ Grout Samples --_ Cone.: Mix #/psi. __ Masonry Prisms --_ Cone.: Mix #/psi __ Masonry Block _. __ Cone.: Mix #/psi __ Fireproofing --_. Grout: Mix #/psi ___ Units (block or brick) --___ . Mortar: Type/psi __ .Asphalt Concrete --·_. Units: Block . __ Roofing --_ l:Jnits: Brick __ Reinf. Steel --_steel. __ Steel _H.S.Bolts _. _ H.S. Bolts --__ Metal Decking __ Tendon (PT Strands) --_ ·1=1ectrodes __ Other _ Fireproofing __ Other --__ Other __ Other -- Sl?lTZotL! -# JL/ + oo -;:I-. 6 <-/ t I 0, 5 t., 1/ . 02u &JC, e, '" .::::S::::.-Plan & Specs _ Clearances _ Positions _Sizes _Laps _ Future Continuity #/psi _ Consolidation _ Mortar Batching _ Electrode Storage _ Torque Applied _ Corrective action required __ _ Corrections completed -4·-~r S:c$VI C ,~ 5A ui) t h:S "": d (Cl;,. T (!, I O 2.. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE~~,.£....l,__;~...,..,1,,~,,....<:..-;:,.,,...........,....ic...- PsI-s-soo-110(2J CERT. NO. ________________ _ DAT!= . .r -Z 6 ·· .'iS,, : ' I I I INSPECTION REPORT CLIENT Lt.zc-20 LAMD Page_1_of_l PROJECT (Name) LlTT-;,o l--4--Nb (Address) t1.Ag,LSi3A1) C,,t( , DATE_~,~--~2.7.,_·-~9~o-·,_ _____ _ ·REPORT NO. osc,-701,.::q_ Architect ____________ ...._ _____ _ Building Permit No . .........,rtp'r--'-'71------------ Plan File No, ________________ _ Engineer _________ ----'----------"--Govt. Contract No,--------------- OSA or OSHPD #-------------- INSPECTION _OSHPD __ OSA ..K... Specialty __ Mechanical __ Electrical __ Roofing __ Concrete __ Masonry __ Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out REMARKS tJ MAT'LSAMPLING QTY __ Concrete Cylinders -- __ Cement -- __ Mortar Samples -- __ Grout Samples -- __ Masonry Prisms . . ___ Masonry Block --· __ ._. Fireproofing -- __ Units (block or brick) -- ___ Asphalt Concrete -- __ Roofing -·--· ___ Reinf. Steel --___ Steel -- ___ . H.S. Bolts -- _·_Tendon (PT Strands) -- -. _Other -- _ ._Other -- ___ Other -- Other ___________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar ...-.::::--Plan & Specs az.:::!~~e, __ Rinf.: W.W.F. _ Clearances _. __ Rinf.: Tendons _ Positions ___ Cone.: Mix #/psi _Sizes . __ Cone.: Mix #/psi _·_ Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi ·-Consolidation ___ . -. M?rtar: Type/psi _ Mortar Batching ___ Units: Block _ Electrode Storage . __ Units: Brick · _ Torque Applied _._Steel __ H.S. Bolts __ Metal Decking __ . Electrodes _ Firi.proofing . •--Other _ Corrective action required __ _ Corrections completed ~12-on.--:$Tcl:VON #= l'-1-1 00 C-otv ritvu,-§-,--rx-L&tLcU?aA/ srn-no,v #-11--t o o 6 11 ?vc :sm_notv# .. 3·2.;. o a 5 T'°2"'/ TZ o,,-v # S 5 -I; 00 « L--0 rV]]-:2... rf:,· TZ2Cl Pe-&c SJ'.\ >Ip IC A-11..d) m & cr,nz. i d:t s &-C..( o 'gi'::> tN'. (-. TQ TH;., l~dl'.\f.S :5 PeLi Ecc :1 DOA Is I ,._,. :S6'J:::: TZOA! -02 t-, 6 5" CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reportedwork, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. Tliis report covers. the locations of the work inspected only and does not constitute engineering.opin- ion or project control. INSPECTOR NAME Yrn'L i;'JL 7> ?e:p-:Q'LS, D N CERT. NO. _______________ _ ·s~::: ~--~ INSPECTOR SIGNATURFJ2..,.· :::....,.., .. ._J __ J:::::::1---~-+--'--"DC---->-,e'-~--- PSI-B-900-170(2) Professional Service· industries, Inc. Americ&n Engineering Division INSPECTION REPORT Pagej_of _J_ Project Name (per plans) ~L~n~.,_o~L-&~~tV~ ..... L>---~-~--------------------- Inspection Date PSI 8-900-171 T Inspection Date Inspector's Name PSI B-900-171 Professional Service Industries, Inc. American Engineering Division INSPECTION REPORT ~ /• 00 i) .l Page_l_of_/_ Page_1_of_ INSPECTION REPORT CLIENT /cw;,-. Ut·"o DATE 1-5'o -·'i '6! .. Architect ___________________ _ Engineer _________ ...,;,..,._ _____ ~---"- INSPECTION · MAT'L SAMPLIN~ QTY _OSHPD __ Concrete Cylinders --. __ OSA __ Cement -- .X--specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical ___ Masonry Prisms ---- __ Roofing .-_-Masonry Block ---- __ Concrete __ Fireproofing --__ Masonry ._. _ Units (block or brick) -- __ Struct Steel ___ Asphalt Concrete -- __ Prestress Cone __ Roofing ---- __ Pile Driving _. -. -. Reinf. Steel -- __ Fireproofing __ Steel __ Waterproofing __ H.S. Bolts --·- __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other--- __ Batch Plant __ Other __ Bolt Pull-Out . __ Other -- REMARKS 496:S TJLc.1 C Ir Q,.._,, # 19+ IS it: cc o,g t)/,Vl;, TD . . PROJECT (Name) Lo'?:20 Cd& i:> (Address) &cl a, < ,oe 11. 4et REPORT NO. ose, · z c,7 c--. Building Permit No. ___._lu::::;,,0:...c'i4_,_ __________ _ Rian File No, _______________ _ <;3ovt. Contract No. ______________ _ OSA or OSHPD #-----~-------'--- Other---'----------'--------- MATERIAL DESCRIPrlON INSPECTION CHECKLIST ___ Rinf.: Rebar ~ Plan & Specs .-Rini.: w:w.F. _ Clearances __ Rihf.: Tendons _ Positions __ Cone.: Mix #/psi _Sizes ___ Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi ___ Future Continuity #/psi __ Grout: Mix #/psi ___ Consolidation __ Mortar: Type/psi _ Mortar Batching ' ___ Units: Block· _ Electrode Storage __ Units: Brick _ Torque Applied -. _Steel .-. _ H,S. Bolts ___ Metal Decking ___ Electrodes __ Fireproofing _._. Other _ Corrective action required __ _ Corrections completed ;;,Ip (-C F 012.. >,.,. & {.1 c. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building-codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE-.,,,-G-~"""°-..;._,.1---+-'-..;::;,__-----, PSl-8-900-170(2) CERT. NO. ________________ _ Page_1_of_ INSPECTION FI.EPORT CLIENT lst_.c, LA c-A'> _ DATE /-3 O··· 9 B Architect _______ ---'--------'--_;,_ ___ _ Engineer fYZA: ,J.., t I J\,_, 4 ·:v ,A 1,,1-,.,, \ c-J (-. INSPECTION MAT'LSAMPLING QTY __ QSHPD __ Concrete Cylinders --· _QSA __ Cement __ Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms --__ Roofing _. _ Masonry Block -- X" Concrete -. _ Fireproofing __ Masonry __ Units (block or brick) --__ Struct Steel __ Asphalt Concrete -·-- _· _Prestress Cone __ Roqfing -·-- __ Pile Driving __ -Reihf. Steel -,-, __ Fireproofing _. _-$tee! -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician ___ Other -- __ Batch Plant __ Other -- __ Bolt F'ull-Out __ Other -- REMARKS ? p..c v j t> ,.,D ) C t <n+B t9 b-r' D o. , 1 i e·"'O PROJECT (Name)• k¼zc;Ln N.i') (Address) C&'/:-e c •1 :i:vi: 0 0 A. REPORTNO. if~'"1· )c·;zG"L.. Building Permit No. _o/......__,7'----~"-"""s-"-Ri"-'i_,.· _________ _ Plan File No·----~------------ Govt Contract-No.~-------------- OSA or OSHPD #-------------- Other ___________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST ___ Rinf.: Reb~r "1< Plan & Specs __ Rinf:: W.W.F. _21C. Clearances ___ Rini.: Tendons z_ Positions __ Cone.: Mix #/psi Y Sizes __ Cone.: .Mix #/psi .):Llaps -. _ Cone.: Mix #/psi _ Future Continuity #/psi ___ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching ___ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied ___ Steel __ .-. H.S. Bolts __ Metal Decking __ Electrodes ___ Fireproofin\l __ Other _ Corrective action required __ _ Corrections completed S,2 i~, 1...t •-, , t,.,1 ,;..,, T:H ,~,.. -= CERTIFICATION OF COMPLIANC_E: To the best of our knowledge, all of the reported work, unless oth~rwise noted, substantially complies with approved plans, specifications and applicable sections ofthe building codes. This report covers the locations of the work inspected only and does not constitute engineering opin· ion or project control. INSPECTOR SIGNATURE-~-..£.+.-+---+--;.-,:;;....----=_, DATE; \ -~ 0 ·· c; g PSJ-8-900-170(2) · Professionar Service Industries, Inc. American Engineering Division INSPECTJON REPORf Page-t-of _L_ Project Name (per plans) __,,/..-.-...,GZ'--'-'::,~O~..,.t.~-d--.,___..&.,..,~1::::,__..__ _______ ---,.,'-_____ ~ ___________ _ Inspection Date • CJ.#'.. Page_1_of..£ INSPECTION REPORT CLIENT HR,D 4c-...4) DATE ?-l ~ :=5 ~ Architect---------------,------=--- Engineer----------------,---,---",----'---- Contractor. £!::01---Nld r:'.2:-:P.$ INSPECTION MAT'L SAMPLING QTY __ QSHPD . __ Concrete Cylinders -- _OSA __ Cement -- ~pecialty __ Mortar Samples __ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block --__ concrete __ . Fireproofing __ Masonry __ Units (block or brick) __ struct Steel ___ Asphalt Concrete __ Prestress Cone __ Roofing --__ Pile Driving : __ Reirif, Steel. -- __ fireproofing __ Steel -- __ waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) --__ Soils Technician __ Other .-- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other ---- REMARKS n--ie,N ni"l>rI N '-', -, A -~ ' 'C!,-0 (,-J:;c;, UL<<'\ <;,,, :i:t on-? A-(...-(_ Q ,.i...:t:> l Y>d l::, PROJECT (Name) J r-n, ?I? (.,AN\) (Address) (!. d::4--L<;, So H;:l) CA REPORT NO. e> <;;-, St-7 9'=5Z'::::::- Building Permit No. -..:,./\J-=,.,<~"--'·'-----------7 Plan File No,-----------~----,.--- Govt. Contract No. ______________ _ OSA orOSHPD #------------- Other . f21;;w tf>L.. 77;!'";:, n /\...J L MATERIAL DESCRIPTION INSPECTI.ON CHECKLIST __ Rinf.: Rebar ~ Plan & Specs 01.-, 3 '"t:. __ Rinf.: W.W.F. _ Clearances __ Rinf.: tendons _ Positions I __ Cone.: Mix #/psi _Sizes I I -.-Cone.: Mix #/psi -. _ Laps l __ Cone.: Mix #/psi _ Future Continuity #/psi I ___ Grout: Mix #/psi _ Consolid~tion I I I __ Mortar: Type/psi _ Mortar Batching I _ Electrode Storage 1 __ Units: Block I __ Units: Brick _ Torque Applied j __ Steel _H.S. Bolts ! --. Metal Decking ! __ Electrodes i I __ Fireproofing I • I __ Other _ Corrective action required __ I _ Corrections completed I I2 I I \, \,r=-, a fl2½ vff:l::i::z ol:\.,s: A:. W"\ \ N I YY\ \~ d YY)_ I 1\,/ I """-Lj, \<"'::: . 0 <;._ 3 VV\.SN Y\ 2 Q k P"? '$ T55:rr ;# 13 . . -C,o-.vT- CERTIFICATION OF COMPLIANCE: To the best of our knowledge, ~II of the reported work, unless Qtherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers.the locations of the work inspected only and does not constitute engineering-opin- ion or project control. INSPECTOR NAME »e:rz f::D< 7 J?t!D:::"0-::">=? v--l (Print Clearly) l\.. INSPECTOR SIGNATUR~ J? 2,-<1-?:s;> _ PSI-B-900-170(2) CERT. NO. ________________ _ DATE 3-l 'e -5 ~ _. • i" ··-~ •• .~., I,~ Professional S~rvice ·industries, Inc. American Engineering Division INSPECTION REPORT Page 2-of -i.- Project Name (per plans) _L..::....:::ca::..;~"""""o==--....:L=,4-c..Jt'--'=-->-.S'::.>~---'------------------------"-- Inspection Date D PSI B-900· 171 Page_1_of_ INSPECTION REPORT CLIENT Lm::o LA IV"D DATE--3~-~'~'~-~9~:S_._ ____ _ Architect _ _,__/~..:....:..-'-"ll-"------------'--------'- Engineer _____________________ _ Contractor. ::am.:v:A::t:-2s INSPECTION MAT'L SAMPLING QTY _QSHPD __ . Concrete Cylinders -- _QSA __ Cement -- ¼_specialty __ Mortar Samples -- __ Mechanical __ . Grout Samples __ Electrical · __ Masonry Prisms -- __ Roofing __ Masonry Block -- __ Concrete __ Fireproofing . -- __ Masonry __ Units (block or brick) --__ Struct Steel __ Asphalt Concrete --· __ Prestress Cone __ Roofing --__ Pile Driving ___ . Reinf. Steel -- __ fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other L/ ,< IC:- Co/\ iT]l....c+:c,,.,rc::,:rL--Z?,ec:£ PROJECT (Name). ~oLA-:(1..jh (Address) C&:i, $a3''4t> CA, REPORT NO. gs4-7p2 o'.:l Building Permit No . ...:::d:::i;;i·_~,v2£~.,__ _______ _ . Plan. File No.----,------------------ -Govt. Contract No. ________________ _ OSAorOSHPD#------------------ Other 42.i:ITD!: «29:);u. MATERIAL DESCRIPTION INSPECTION CHECKLIST ___ Rinf.: Rebar ~Plan & Specs<?Z-h<;, $" ___ Rinf.: W.W.F. _ Clearances _._._ Rinf.: Tendons _ Positions ___ Cone.: Mix #/psi. _Sizes __ Cone.: Mix #/psi .. _. Laps ·-.-Cone.: Mix #/psi _ _.__ Future Continuity #/psi __ Grout: Mix #/psi _. Consolidation -·-. Mortar: Type/psi _ Mortar Batching __ Units: Block _ Eiectrode Storage ___ ·. _ Units: Brick _ Torque Applied ____ Steer _H.S.Bolts ___ :Metal Decking __ Electrodes __ Fireproofing . ' ~Other __ . Corrective action required __ _ Corrections completed p,?r:2 d;U..,.Qi:2:-l>fN(_, , 5 r(::R I 9: ! C.. ,t-n 9N $ · J . D? r • ,u iC I I-? Y~ ktNt:f"S I CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless ot_herwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the-locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE-'-,,_,.c;-~c.......,,,+.-1-=-----,.,--""-- Ps1-s-9oo-110(2J CERT. NO·--"'---------------- DATE. 3-17 "i 'i,. Page_1_of _I_ INSPECTION REPORT DATE 3-J-i-95 PROJECT (Name) ?or,2 0:U.<i:> (Address) ¢.Husa&o 04, REPORT NO. OS'f-702.-01 Architect _____ __,,,..._.__,..__________ Building Permit No ...... M...,,,...0--'-------------- INSPECTION MA T'L SAMPLING QTY _OSHPD __ Concrete Cylinders --_OSA __ Cement -->< Specialty __ Mortar Samples --__ Mechanical __ Grout-Samples __ Electrical __ Masonry Prisms --__ Roofing __ . Masonry Block --__ Concrete __ Fireproofing --__ Masonry __ . Units (block or brick} __ $true! Steel __ Asphalt' Concrete --__ Prestress Cone __ Roofing --__ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands} --· __ Soils Technician . __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- ! (!_.. <!oNS. TG--P, c, r, 0 c\ ) 426'5 ?c-D?--t a Q , . Plan File No. ________________ _ · Govt. Contract No.---,------------- OSA or OSHPD #-------,------ Other M?m:i!l.5' MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar >-"Plan & Specs 02.~65 _·_ Rinf.: W.W.F. _ Clearances __ Rinf.: Tendons _ Positions __ . Cone.: Mix #/psi _Sizes _. _ Cone.: Mix #/psi _Laps _. -. Cone.: Mix #/psi _ Future Continuity #/psi _._._ Grout: Mix #/psi _ Consolidation --. Mortar: Type/psi -. Mortar Batching __ . Units: Block. . _ Electrode Storage __ Units: Brick .-Torque Applied _. _Steel _H.S.Bolts __ Metal Decking, -.-· Electrodes .-.·-Fireproofing -.-Other _ Corrective action required __ . _ Corrections completed MA;,fV A:r: ~OU(?//oc.-tT CERTIFICATION OF COMPLIANCE: To the best ofour·knowledge, all of the reported work, unless-otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This.report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME ::-:>t:m.CiJ'--p V o:::z::&r::: s of'-;.) CERT. NO. _______________ _ · (Print Clearly) ·R · INSPECTOR SIGNATURE= :?._A-?e ... _?..? $::::). PSl·B-900-170(2) Page_1_of_/ INSPECTION REPORT CLIENT l-c.;t..a LAM) DATE 3 -·2 o -c; 'ti PROJECT (Name} L15120 L11: oil> (Address} &~-< s i?:-t+ b REPORT NO. 05"i ·1oJ...c;;'l, C4 « Architect _____________ ~-----Building Permit No. -t'.\4.....,.114"-'-__________ _ Engineer ___ ~---------------- Contractor. J221c3"J2.-N .;~Ds ~a ~ INSPECTION MAT'LSAMPLING QTY __ OSHPD _. _ Concrete Cylinders --· _OSA __ Cement -- ~Specialty __ Mortar Samples -- __ Mechanical __ Grout Sample~ --· __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block --__ concrete __ Fireproofing --· __ Masonry __ Units (block or brick) -- __ struct Steel __ . Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel --__ waterproofing __ H.S. B9lts __ Non-Destructive __ Tendon (PT Strands) -- __ soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out . _. _Other . . -- REMARKS C ,;; 1'::::'S ·;;:::r!--L-h, c CZ o w :o+i?t:r Plan File No·--'---------------- Govt. Contract No.----,-------------- OSA or OSHPD #------------- Other IJ 4:fh:JL MATERIAL DESCRIPTION INSPECTION CHECKLIST ___ Rinf.: Rebar _ Plan & Specs _ Rint: W.W.F. _ Clearances _. _._ Rinf.: Tendons _ Positions _._._Cone.: Mix #/psi _Sizes __ Cone.: Mix #/psi . _Laps __ Cone., Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation ___ . Mortar: Tyl?e/psi -. Mortar Batching _._ Units: Block Electrode Storage __ Units: Briqk _ Torque Applied __ Steel ___ H.S. Bolts .-.-Metal Decking -:-.. _ Electrodes -: _ Fireproofing _._Other _ Corrective action required __ _ Corrections completed . . . Cl-,0,-:i... \~ *'7 11,,., c., 1? sz:og t3 , er (!JU..p,Z, <Yl'lT)Nt.: A-T A:i'" )('. !PPP?•,.... 1.:+, h 1:t 01>-> Q P:,~ h)CLV1-;:Q CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations-of the·work inspected only and does not constitute engineering opin- ion or project control. CERT:.NO._;· ________ _..:.. _____ _ PSI-B-900-170(2) Page_1_of _J_ INSPECTION REPORT CLIENT kE:zo DATE 3'-1 '1 -4q Architect ___________ --'----'-;--,-..,......"--,- Contractor. t 73 '~-i.-. a c C.. t'.,,, INSPECTION MAT'LSAMPLING 4 __ QSHPD ~oncrete Cylinders _QSA ·-. _Cement __ specialty _._Mortar Samples -- __ Mechanical , __ Grout Samples --- __ Electrical __ Masonry Prisms --· __ Roofing __ Masonry· Block -- ___LConcrete __ Fireproofing· -- __ Masonry :--Units (block odirick) -- __ struct Steel _._Asphalt Concrete. --- __ Prestress Cone · __ Roofing .... __ Pile Driving __ Reinf. Steel --·- __ Fireproofing __ Steel __ waterproofing __ H.S. Bolts . --·- __ Non-Destructive __ Tendon (PT Strands). --. __ $oils Technician -.-Other -·- __ Batch Plant __ Other __ Bolt Pull-Out __ Other .. -.-·- PROJECT (Name) J\._,p fl? -J<r-f'A 1 ., (Address) _________ _ REPORT N0, __ 7+-'0-......2 ..... 0""""'2 ____ ..... _~.L--~-S_ . Building Permit No. _____ '-7....._._7_.c..1 ...... "Z~3"-f1---- ·p1an File No,----------------'--- Govt. Contract No.-'---------------- OSA or OSHPD #------------- Other---,-~--'---=---------------~ . MATERIAL DESCRIPTION INSPECTION CHECKLIST • ~Rinf.: Rebar J:;5.lf!:1 A-fJ:t.t.,<:" · /Pian & Specs _. Rinf.: W.W.F. _ Clearances _. _ Rinf.: Tendons _ Positions ~ Cone.: Mix #/psi S"IS'., lz s:m, I _Sizes ___ Cone.: Mix #/psi _Laps ._. __ Cone.: Mix #/psi _ Future Continuity #/psi ·_. -. Grout: Mix #/psi _L Consolidation _._ Mortar: Type/psi . -. Mortar Batching •-.. _ Units: Block . ·-Electrode Storage _.. Units: Brick _ Torque Applied _. _Steel _._H.S. Bolts -.-. Metal Decking _ Electrodes -·-·· Fireproofing -:_-Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knoY"ledge, all·pf the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This repqrt covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME~~~-.... ,-... (P~~ Y ··- INSPECTORSIGNAT\JR~ ~ PSl-8-900-170(2) ·•:,. CERT. NO. :>5'" ~ '1 ~ OAT!,i ... ._,,. 3-j j-j ~ INSPECTION REPORT CLIENT LG1Pc2 l AtYb Page_1_of_t_ PROJECT (Nam~) leJ?a ' A ,yi) (Address) /!ea.-u;e..e o Ce, Architect _______________ ;..._ ___ ~ REPORT NO ... '259· 707, 0:2-,..,. ?IJ!i Le Building Permit No ..... .:t/..._.,Af~,/4'"'"'.._·· ---------- Plan File No, ________________ _ Engineer merz...:rzµ .d 'ou.1v.v Govt. Contract No. _____________ _ OSAorOSHPD#------------- Contractor. Bcf]7...{Y.fl .e. c s. INSPECTION MAT'LSAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD x Concrete Cylincjers ,,..JJs.?... -. _ Rinf.: Rebar _ Plan & Specs _OSA __ Cement ·--_1:.. Rinf.: W.W.F. tJ:. I BS: .. _ Clearances -2:.....Specialty __ Mortar Samples ---.-Rinf.: Tendons _ Positions __ Mechanical __ Grout Samples --,2:;_ Cone.: Mix #/psi :5{:o ·G-"3 2-so Sizes __ Electrical __ Masonry Prisms --· __ Cone.: Mix #/psi. _Laps __ Roofing __ Masonry Block --·-__ Cone.: Mix #/psi _ Future Continuity #/psi ~Concrete __ Fireproofing -·-.-__ Grout: Mix #/psi _ Consolidation __ Masonry __ Units (block or brick) --·-__ Mortar: Type/psi _ Mortar Batching __ Struct Steel --. Asphalt Concrete __ Units: Block _ Electrode Storage __ Prestress Cone __ Roofing . . __ Units: Brick _ Torque Applied __ Pile Driving _._ Reinf. Steel ---.-Steel __ Fireproofing __ Steel --·-_H.S.Bolts __ Waterproofing ' --· H.S. Bolts . ... __ Metal Pecking __ Non-Destructive __ Tendon (PT Strands) --__ Electrodes. __ Soils Technician __ . Other __ Fireproofing __ Batch Plant __ Other __ Other _ Corrective action required __ __ Bolt Pull-Out _._Other. _ Corrections completed < ,: REMARKS 4, wcrH ,, ,, N e::z.. D 15" i) 6 x '-t:1-S:Tm l&S ,,. <!..fls r Due., ,v<:> CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. (Print Clearly) INSPECTOR SIGNATURE-,J.,<:_.-....::::,..._,__+O__,.· ··,..,,._--+~~....,::::=,.. PSI-B-900-170(2) CERT. NO. ________________ _ i i ! / ! 1 ; ; I ' ' Page_1_of ...L INSPECTION REPORT DATE B'-ZJ-9$ Architect _________________ --'---'-~ Contractor "8¢l'l4vl912.;I::>s INSPECTION _QSHPD _QSA -2!::..Specialty __ Mechanical __ Electrical --Roofing __ concrete __ Masonry __ struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out REMARKS -re, Vt&T MAT'L. SAMPLING QTY __ Concrete Cylinders. . __ Cement --- __ Mortar Samples -- __ Grout Samples -- __ Masonry Prisms -- __ Masonry Block --' __ Fireproofing -- __ Units (block or brick) ---- __ Asphalt Concrete --__ Roofing --__ Reinf. Steel ----- __ Steel __ H.S. Bolts __ Tendon (PT Strands) __ Other __ Other -----__ Other --- PROJECT (Name) LiR?o I d4ti"':> (Address) CAy;F;'i!Jt+D Cd, ·REPORT NO. os9 ·7 02 "> -Lj;J, 7 ) Building Permit No. __.1/4...,'-'------------- Plan File NO,------,------------ Govt. Contract No.--------------- OSA or OSHPD #------------- Oth~r ?on<1¾6' u.:i¥Innc. MATERIAL DESCRIPTION INSPECTION CHECKLIST · __ Rinf.:.Rebar 2!::. Plan & Specso'Z.'-~S _ Rinf.: W.W.F. _ Clearances __ Rinf.: Tendons _ Positions i ___ Cone.: Mix #/psi _Sizes I i _-_ Cone.: Mix #/psi __ Laps I __ ---_ Cone.: Mix #/psi __ Future Continuity #/psi I I __ Grout: Mix #/psi. _ Consolidation · ___ Mortar: Type/psi _ Mortar Batching i ! I ___ Units: Block _ Electrode Storage I __ Units: Brick _ Torque Applied I i __ Steel I I __ H.S. Bolts _. __ Metal Decking i ___ Electrodes I ___ __ Fireproofing I i ~Other i.J, Golf _· u !.:Q~5: r:,us: _ Corrective action required ___ -; _ Corrections completed I I &T 9D a:em CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all ofthe reported work; unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR SIGNATURE__i.,::_,_~,--J11---,,.--.,___~:::;.;_"----- Ps1-s-soo-110(2) CERT. NO. ________________ _ Page_1_of _I INSPECTION REPORT CLIENT li:[lqo 4tf:,yr:, DATE 3-Z....'f -5:f:> Architect ____________________ ---'-'-_ Engineer P]t1-j1._nN d ·bu r,,,w . Contractor. '5cfl'Llv A:&J=>'"> INSPECTION MAT'L SAMPLING QTY _QSHPD ~ Concrete Cylinders ~ __ OSA __ Cement .. )< Specialty _._ Mortar Samples -·-·- __ Mechanical · __ Grout S11mples --__ Electrical ___ Masonry Prisms ---__ Roofing __ Masonry Block --- ..::i£_ Concrete __ Fireproofing --__ Masonry __ .-Units (block or brick) -- __ Struct Steel __ . Asphalt Concrete '. __ Prestress Cone _._Roofing --__ Pile Driving __ Reinf. Steel -·-·- __ Fireproofing _._Steel --· __ Waterproofing _._H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other .. -- __ Batch Plant _._. Other -·-- __ Bolt Pull-Out __ Other -- REMARKS F'"Ae.e, c. ,, , ,, ' x L PROJECT (Name) /..ar.,,o ht& t> (Address) &7-~.q;f?rtf> C4,, REPORT NO. os<1·7 02.ot. .-?/:JV J) Building Permit No._::l/~N~/4~----------- Plan File No·--'------------------ Govt. Contract.No.--------'--------- OSA or OSHPD #~------------- Other S~Vl<t:C A/Z..tD'{ G,12..AC,,(£ . St, AA< MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar _. _ Plan & Specs -K Rinf.: W.W.F. 4 ,e~ _ Clearances _. _ Rinf.: Tendons _ Positions .2:::_. Cone.: Mix #/psi ~~O-C.-32?.~Q _Sizes __ Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi __ Future Continuity #/psi __ Grout: Mix #/psi . __ Consolidation ___ Mortar: Type/psi __ Mortar Batching ___ Units: Block __ Electrode Storage __ Units: Brick _ Torque Applied __ Steel .-·-!·LS. Bolts · __ Metal Decking __ Electrodes __ . Fireproofing __ _ OthE;ir __ Corrective action required __ __ Corrections completed A-T /.f. .. ,S:UP<:,'72-10/Z... Faun.. Puq,. ttn2 r..r:->:L,.,T • CERTIFICATION OF COMPLIANCE: To the·best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the·Work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME~(-fltm"--? Pm-r,c,,s.ON (Print Clearly) INSPECTOR SIGNATURE 7), A? .. ?A. CERT. NO. ________________ _ PSI-B-900-170(2) l ·1 Environmental .., I (;eotechn{cal •-• Construction Page_1_of_1 Consulting • Engineering • Testing INSPECTI.ON REPORT DATE 3-2 7-98 Architect _ ___,_H..,__,o"'-'-I'-;;::__ __ ---'-_---=--------- Engineer (?1;,g.-n,.., ,I Vu,v,v Contractor. i3 <f?l.tYEI 4:Z> c; INSPECTION MAT'L SAMPLING QTY _OSHPD . . >-:" Concrete Cylinders _!f___ _OSA __ Cement -- ..Z..Specialty __ Mortar Samples -- __ Mechanical ___ Gr9ut Samples -- __ Electrical _. _ Masonry Prisms __ Roofing ___ Masonry Block -- .-KConcrete __ Fireproofing -·-·-__ Masonry __ Un1ts (block or brick) .. __ Struct Steel __ Asphalt Concrete --__ Prestress Cone . __ Roofing --·- __ Pile Driving __ Reinf. Steel -·- __ Fireproofing __ Steel __ Waterproofing . __ H.S. Bolts -·-.- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other --·- __ Batch Plant __ Other -- __ Bolt Pull-Out __ OIiier -- REMARKS STE7;rz ... lt:T EOOTT~~S,. PROJECT (Name).__._,/pz;...__,,o ...... l ..... 4 .... &--=fl------ (Address) Ul?t..JStMt> at, . . REPORT NO, at;si-2oeoz. .-'/3 3 Building Permit No .... 9 ..... ,£~,. ...... t.,..z_;?.__ _________ _ Plan File No. _______________ _ Govt. Contract No.----'------'------------ OSA or OSHPD #-------------- Other l/1146fNelvc,..; Nort.rlf 4amP1 ,er MATERIAL DESCRIPTION INSPECTION CHECKLIST 2::.... Rinf.: Rebar ,:/C,[5_ -. !:'.~.1: Gz Q _$__ Plan & Specs __ Rinf.: W.W:F. ~ Clearances ·--Rinf.: Tendons .....k:.... Positions ><-Cone.: Mix #/psi $21-,. :; ooo .>-< Sizes __ Cone.: Mix #/psi 2::... Laps ·. __ Cone.: Mix #/psi _ Future Continuity #/psi __ . Grout: Mix #/psi ..!S::.. Consolidatio __ Mortar: Type/psi _ Mortar Batching __ Units: B·1ock _ Electrode Storage ___ Units: Brick _ Torque Applied · ___ Steel __ HS.Bolts __ Metal Decking __ Electrodes __ Fireproofing __ Other __ Corrective action required __ _ Corrections completed &11)1us . ' ; J CERTIFICATION OF COMPLIANCE: To the !;>est of our knowledge, ;:ill of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This r.eport covers the le>cations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME »@ZffYr 'j::> p<f71...,-:z:c..,;o..-v "'"'°"'"" !. INSPECTOR SIGNATUR~ .d I? 72. PSI-B-900·170(2) . CERT. NO. t213:f;,oCJBI -" B DATE~. __ "3~-~'Z..~1_-_9~'fi-___________ _ Page_1_of_ INSPECTION REPORT ·PROJECT (Name) I-Yl120 L4-tv D (Address) CA?csoa D · C'4, . REPORT NO. Q§9 · 2,,z o:,., -t./Ytf Architect ________ ----''---------'--'--Building Permit No ..... ~...:::;<w2'-'------------- Plan File No,--'--------------- Engineer ____________ ----'------ Contractor. ~ <5"<2:NA:€:d> s INSPECTION _OSHPD __ OSA 25.....Specialty __ Mechanical __ Electrical __ Roofing __ concrete __ Masonry __ Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out REMARKS Tc,, I tv 1? Q.,.1:v>5c r1 G-- T<~TI f\,l V> MAT'L SAMPLING . __ .Concrete Cylinders _._Cement __ Mortar Samples __ Grout Samples __ Masonry Prisms _·_ Masonry Block __ Fireproofing -.-Units (block or brick) __ Asphalt Concrete __ Roofing __ Reinf. Steel __ Steel __ H.S. ~olts __ Tendon (PT Strands) __ OthElr ___ Other ___ Other . j2..A;fU 4-T z ao r-s, t,\,,'.l 1:r:\-\:: CiTY -- -- -- -- -- -- -- -- -- -- -·---- -- -·-·- -- -·- ft Govt. Contract No.__,..____. __ ___,_ ________ __,.. OSAor QSHPD #-------------- . -Other t:, a ,r: MATERIAL DESCRIPTION INSPECTION CHECKLIST .--Rinf.: Rebar _ Plan & Specs __ Rinf.: W.W.F. _. Clearances __ Rinf.: Tendons _ Positions __ Cone.: Mix #/psi _Sizes __ Cone.: Mix #/psi _Laps. -. _ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: fyiix #/psi _ Consolidation ____ Mortar: Type/psi _ Mortar Batching -. _ Uriits: Block _ Electrode Storage __ . Units: Brick ·_ Torque Applied __ . Steel -. _ H.S. Bolts _. _ Metal Decking _. _. _ Electrodes I __ Fireproofing I __ Other _ Corrective action required __ ! -Corrections-completed I 1 .. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless.9therwise·noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin-· ion or project control. INSPECTOR SIGNATURE ....k~A--=~--=1=-=~::=:==::;_ PSI-B-900-170(2) CERT. NO. _______________ _ Page_1_oLL INSPECTION REPORT . CLIENT--../e ..... Gi__,,O""------,--PROJECT (Name) { e<:ao I Arel DATE __ 3_-_2 ____ 5.,.__-___ <i'<i5...._._ ________ Architect_\:1_0----=~~51v----.....,__ ___ d~( O ..... ' --='===-, --'------ .(Address) . = C~SBM ' Ct± l REPORTNO. 70202--'-/37/t: Building Permit No·------------'------ Engineer_ ...... ra--'-.;;....'9£:=· "=0......,) ...... \0---+13).........,,~u=· -'-kJ-=-0'-=--__ _..;._ Plan File No. ____________________ _ Govt. Contract No. _____________ _ OSA or OSHPD #-------------- Contractor. ______________ -'-'--''------'~ Other __________________ _ - INSPECTION MAT'LSAMPLING ~y MATERIAL DESCRIPTION ~SPECTION CHECKLIST _OSHPD $ Concrete Cylinders ~ Rinf.: Rebar #,""(rl\ A1a,s: _ Plan & Specs _ _OSA · ___ Cement --__ Rint:: W.W.F. ...,........Clearances __ Specialty __ Mortar Samples --__ Rinf.: Tendons _ Positions __ Mechanical __ Grout Samples --L Cone.: Mix #/psi/Jx'3· /sizes __ Electrical ___ Masonry Prisms --_. Cone.: Mix #/psi _Laps __ Roofing __ Masonry Block· --_ Cone.: Mix #/psi _ Future Continuity #/psi ~ Concrete ___ Fireproqfing _ Grout: Mix #/psi .Leonsolidation __ Masonry ___ Units (block or brick) --_ Mortar: Type/psi -. Mortar Batching __ Struct Steel __ Asphalt Concrete ---__ Units: Block ·_ Electrode Storage __ Prestress Cone __ Roofing --_ Units: Brick _ Torque Applied __ Pile Driving ___ Reinf. Steel --_Steel __ Fireproofing __ Steel --__ H.S. Bolts __ Waterproofing __ H.S. Bolts · --_ Metai Decking __ Non-Destructive __ Tendon (PT Strands) --_ Electrodes __ Soils Technician _____ Other --_ Fireproofing _ __ Batch Plant ____ Other --__ Other _ Corrective action required __ __ Bolt Pull-Out __ Other ----Corrections completed CERTIFICATION OF COMPLIANCE: To the Q~st of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NA"" :v l'h, J< ~ A--,;: $?_ . a:;·a~ INSPECTOR SIGNATUR•~ ,rL<-~ PSI-B-900-170(2) , -· cERT. No. T.a3a:tl ss:J 5'.i? DATE...,......,.,.. _ _.._.3'-~-=z_'-"'5-:e.--_j'_,_<8......_ ____ _ 1··-· ' REPORT OF DAILY BUILT-UP ROOFING INSPECTION OWNER: Lego Land Estates, Inc. GENERAL CONTRACTOR: BernarcJs BrQthers· Construction SUPERINTENDENT'S NAME:. Chuck Schneider ROOFING CONTRACTOR: Hayden Roofing Company PROJECT: Lego Family Park USA Cannon Road, Carlsbad, CA DATE: March 18, 1998 JIBPO~T NO: 059-70202, 219-77044 (20)-1>/} Areas worked:_----=b=athr=o=om==-s --'-'--------------------'------------- -------------------------% Roof Completed:.-,--_90"-"------ Weather: sunny ·Temperature: 55 . °F to 70 · °F Roofing foreman: Bill Sellon . Crew Size: 5 Time Worked: __ 6_,:=30"-""'to-=· 5""":00~-------------- Cant Size: 2". Type of Drain: Smith Cricket size/slope: 1/211 per foot Deck Type: plywood Clean: . yes. Dry: . yes . Slope: 1/411 per foot Material Protection: On pallets? yes Covered? yes Labeled? .yes Dry? __ y'""'e"""s--'---- Base Ply: GS Glasbase Base Sheet. #25 Attachment: l II sq. head nails Spacing: 18 11 0. C. two rolls center of sheet 9 11 0: C. on laps Roof Ply Type: Flintglas Type IV and GMS Roll Roofing Specification No: GMS~2-3-ID Modified Number of Piles: Three Application Method:~s~ol=id~h_ot~m-· _op ______ _ Surfacing: Type=---------'-----__;Embedrp.ent: solid hot Flashing Type: Flintlastic GMS/fl Modified Asphalt Spec.#.~:~=F~------- Attachment Method: solid hot mop .. Fastener: .. No. 8.nail Spacing: 12"O.C. Bitumen: Type:. ID . Bulk shipment or carton? carton (EVT °F) Kettle Temp: 8:00 a.m. 450 °F .llzOO a.m. 500 °F 3:00 p.m, 500 °F Rooftop Temp.: 8:10 a.m. 440 °F 11:10 .. am. 490 °F 2:50 p.m. 490 °F Edge Metal Type: n/a Gauge=----- Counter Flashing: Type: n/a Gauge: ____ _ Night Seal: --=h=o=t-=a-sp=h=al=t-'---'---------'-----,,-----'-.,------------ Debris Removed: yes · Penetrations Sealed: yes . . · Test Cut: -=n=o ______ _ COMMENTS: 1. Installed cant on walls, nail with No. 8 nails, 12" O.C. 2. Laid base sheet, let relax, nail is" O.C. , 9" on laps, mastic on drains. 3. Nail base on walls. 4. Mop in ply sheet, extra ply in valley. 5. Primed vents and pipe jacks. , 6. Mop in poly sply around drains and penetrations. 7. Set drain leads and pip~ jacks in mastic. 8. Hot mopped cap sheet iii place. Hot mop cap sheet on walls and nailed. 9. Solid mop rock onto cap sheet. PSI INSPECTOR: Bert Mantik . REPORT OF DAILY BUiLT-UP ROOFING INSPECTION OWNER: Lego Land Estates, Inc. GENERAL CONTRACTOR: Bernards Brothers Construction SUPERINTENDENT'S NAME: Chuck Schneider ROOFING CONTRACTOR: Hayden Roofing Company PROJECT: Lego Family Park USA Cannon Road, Carlsbad, CA DATE: March 17, 1998 REPORTNO: 059-70202, 219-77044 (19) ---/>JD Areas worked:_~R=e=s=ta=ur=an=t-------------'---------=------------...,.....--...,.....--------------,---~-,-------,----------'---% Roof Completed:_. ----,--9-·o ______ _ Weather: partly cloudy . Temperii.ture: 55 °F to 70 °F Roofing foreman: Bili Sellon Crew Size: 5 . Time Worked:_7.:....:·:=bO::...=to;....;4:.:.::3=0'----------------- Cant Size: 2" Type of Drain: Smith . Cricket size/slope: 1/2" per foo_t Deck Type: plywood Clean: yes Dry: yes Slope:. 1/4" per foot Material Protection: On pallets? yes . Covered? yes Labeled? . yes Dry? ....,y"""'e.;..s __ _ Base Ply: GS Glasbase Base Sheet. #25 Attachment: 1" sq. head nails Spacing: 18" O.C. two rolls center of sheet 9" O.C.·on laps Roof Ply Type: Flintglas Type IV and GMS Roll Roofing .. · Specifi¢ation No: GMS-2-3-ID Modified Number of Piles: Three Application Method:_s~o=li=d~h=o~t ___ m=o_.p ______ _ Surfacing: Type: none today Embedment: solid hot Flashing Type: Flintlastic GMS/fl Modified Asphalt Spec.#.==M~B=F~------------ Attachment Method: solid hot mop · · Fastener: No. 8 nail Spacing: 12" 0.C. Bitumen: Type: ill . Bulle shipment ot carton? carton (EVT °F) Kettle Temp: 9:30 a.m. .440°F 11:00 a.Di. 500 °F 1:00 p.m. 500 °F Rooftop temp.: 9:40 a.m .. .430°F' 11:10 ·a.m. 490°F. 1:00 p.m. 490°F Edge Metal Type: n/a Gauge:~---- Counter Flashing: Type: .n/a Gauge:_-___ _ Night Seal: ----"h=o=t-=a~sp"""h=al=t---------------'----------------- Debris Removed: yes Penetrations-Sealed: yes Test Cut: -=n~6 ______ _ COMMENTS: 1. lnstallied cant on walls, nail with No. 8 nails, 12" O.C. 2. Laid base sheet, let relax, nail 18" O.C., 9" O.C. at laps, mastic drains. Nailed base sheet on walls 3. Mop in ply sheet, extra ply at end of cricket. 4. Primed 2 vents and 12 lead pipe jacks. 5. Mop in Poly Ply sheet around vents, jacks, inside cb;ain sump. 6. Set vents, pipe jacks and leads in drains with mastic (nail vent). 7. Hot mopped cap sheet into place on deck_ and roof. PSI INSPECTOR: Bert Mantik J REPORT OF DAILY BUILT-UP ROOFING INSPECTION OWNER: Lego Land Estates, Inc. GENERAL CONTRACTOR: Bernards Brothers Construction SUPERINTENDENT'S NAME: Chuck Schneider ROOFING CONTRACTOR: Hayden-Roofing Company PROJECT: Lego Family Park USA Cannon Road, Carlsbad, CA DATE: March 16, 1998 REPORT NO: 059-70202, 219-77044 (18) -"f 31 Areas worked: ___________________________ _ -----------'----------------% Roof Completed:_-=--0 ____ _ Weather: ________ --'-------Temperature: 0P to __ 0P Roofing foreman: Bill Sellon Crew Size: ___ time Worked:-'4'-"h=o=ut=s-=nurum=·=·=um=----·~-------- Cant Size: 2" Type of Drain: Smith . Cricket size/slope: 1/2" per foot Deck Type: plywood . Clean: yes Dry: _ yes Slope: 1/4" per foot Material Protection: On pal\ets? yes Covered? yes Labeled? yes Dry? __ y.__e-=-s __ _ Base Ply: GS Glasbase Base Sheet. #25 Attachment: l '' sq. head nails Spacing: . 18" O.C. two rolls center of sheet 9" O.C. on laps Roof Ply Type: Plintglas Type N and GMS Roll Roofing Specification No: GMS-2-3-ffi Modified Number of Piles: Three .Application Method:---"s--=o=li=d"""'h=o-=-t =m=o=p ______ _ Surfacing: Type: ·none today Ernbedment: solid hot Flashing Type: Flintlastic GMS/fl Modified Asphalt _ Spec.#.=:M=B=F=--------- Attachment Method: solid hot mop Fastener: No; 8 nail Spacing: -=12=-'-' 0-=-'-.C"'"'.'-------- Bitumen: Type: m Bulk shipment or carton? carton (EVT °F) Kettle Temp: a.m. ____ °F --,-------, p.m. ____ °F __ p.m. ___ °F RooftopTemp.: ___ a.m. 0P p.m. ___ 0P ___ p.m. __ 0P Edge Metal Type: n/a Gauge: ____ _ Counter Flashing: Type: n/a Gauge: _____ _ Night Seal: --=h=o=i--=a=sp=h=a=lt'---------'----'-------,-..----------'------------ Debris Removed: yes Penetrations Sealed: yes Test Cut: -=n~o ______ _ COMMENTS: 1. Arrived at site anc;l waited for roofers to start work.. Received a call from PSI office informing me that the roofing contractor called to say that he would not be at the site today, but planned to work tomorrow. Checked in with Chuck Schneider, confirm the time for tomorrow. Walked the Administration Building. PSI INSPECTOR: Bert Mantik l 7 Envwonmental I Geotechn~cal ., Construction Consulting • Engineering • Testing Rl;PORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS S'lJITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: February 24; 1998 REVISION #1 OUR REPO.RT NO.: 059-70202-313 FIELD DATA: LOCATION OF PLACEMENT GRADE SLAB SOUTH END OF NEW YORK DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, ° F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY February 13, 1998 02:00 pm 4 60 69 February 16, 1998 PSI\DER~K P~TERSON NELSON & SLOAN SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER ANP PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE . . N9.IE:.AefLLCABLE ASTM filANDARDS UNLE~_s OTHERWISE INqJ.CAl:ED' SLUMP· CH3-90a· AIR CONTENT· C231-91b' TEMPERATURE: ~(93)· CAPPING· c12 COMPRESSION TEST RE$ULTS ASTMC39-94 NELSON & SLOAN 515 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SO.[N.) (PSI) TYPE OF BREAK 16394 A 7 02./20/98 640QO 6. o·o 28.27 2260 Cone 16394 B 28 03/13/98 113000 6.00 28.27 4000 Cone 16394 C 28 03/13/98 112000 6.00 28.27 3960 Cone 16394 D - SPECIFICATIONS 28 2500 REMARKS: X Cylinders made by PSI repr!!.sentative. . Cylinders picked up by PSI X representative. Test results comply with applicable X specifications. Cylinders made by Architect's or Contracto~s representatiye. Cylinders delivered·to PSI laboratory. Test results do not comply with applicable specifications. · ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94N FORM s TECHNICIAN: DEREK PETERSON CO Respectfully submitted, cc: LEGOLAND ( 4) , BERNARD BROTHERS, H. 0. K. , CITY OF CARLSBAD ~:;;~~·~!F THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DISTRICT=GER Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLANI) ESTAT~S INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA DATE: March 03, 1998 OUR REPORT NO.: 059-70202-329 FIELD DATA: LOCATION OF PLACEMENT CURB INLET LINE A9A STATIOl,'l 1+~1 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY February 19, 1'998 03:30 pm 3 1/2 57 67 March 02, 199.8 PSI\DEREK PETERSON, NELSON & SLOAN SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER ANO PROPORTIONS CEMl;NT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXl"URE NELSON & SLOAN 323350-560-C NOTE· APPLICABLE ASTM STAND/\B.D~QTl:!Efll'.'llSf-1W21CAIE~MP: CJ43-80a· AIR CONTENT· C23_1-91b-TEMPERATURE· c10e§-~6(93)· CAPPING' C12;\1:,93. LABORATORY NUMBER 16442 16442 16442 16442 SPECIFICATIONS REMARKS: COMPRESSION TEST RESULTS ASTM C39-94 SPECIMEN 'rEST IDENTIFICATION AGE DATE OF ORSETNO. · (DAYS)· TEST A 11 03/02/98 B 28 . ·03/19/98 .c 28 03/19/98 D ,. 28 ~-Cylinders made by PSI representative. Cylinders made by Archilect's·or Contracto(s representative. -. TOTAL CYLINDER LOAD DIAMETER (LBS.) }N.) 119000 6.00 135000. 6.00 136000 6.00 Cylinders picked up by PSI X representative_. _ Cylinders delivered to PSI laboratory. ALL CYLINDERS CAP,PED IN ACCORDANCE WITH.ASTM TECHNICIAN: DEREK PETERSON CYLINDER COMPRESSIVE AREA -STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 4210 Cone 28.27 4780 Cone 28.27 4810 Cone 3250 -Testresults comply with applicable ~I, X specifications. 1f .. o·,-" l!K_.~~} h~\ ~ Tae;~ifee. IV C617-94. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD Respectfully submitted, ~I Service Industries, Inc. DAVID 1!:.T THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE.OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROEESSIONAL SERVICE INDUSTRIES, INC. PSI A-200--4 (4)F DISTRic~AGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 . REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 March 10, 1.998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-350 LOCATION OF PLACEMENT TYPE B CURB INLETS @ STATION i+OO #1+91. 44 LINE A9A & FIRE SERVICE THRU~T BLOCKS DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F February 28, 1998 04:00 pm 3 1/2 60 CONCRETE TEMPERATURE, °F 69 DATERECEIVEDINLAB March 02, 1998 FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY PSI\DEREK PETERSON PREMIXED CONCR~TE $UPPLIER PREMIXED CONCRETE- QELIV~RY TICKl=T NQ.frRUCK NO. MIX NUMBER AND PROPORTIONS 3233503 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NO.:reAeeJ.LCAE!l,E ASIM.l,IAfllMBD.s.\lliLES.~C,UED·SLUMP· C143-90a· AIR CONTENT· C231-~Jb' IE/APEAATURE· C1064-BB(l13)· CAPPING· C1231-93 COMPRESSION TEST RESULTS ASTMC39-94 SPECIMEN TEST TOTAL CYLINDER LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN:l 16477 A 7 03/07 /98 70000 6.00 16477 B 28 03/28/98 137000 6.00 16477 C 28' 03/28/98 :Li9000 6.00 16477 D -;_'4 SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. .Cylinders picked·up by PSI X representative. Cylinders made by Architect's or Contractofs representative. Cyl111ders delivered to PSI laboratory. ALL CYLINDERS CAPPED IN.ACCORDANCE WITH ASTM TECHNICIAN: DEREK PETERSO~ CYl:INDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK 28 .27 2480 Cone 2.8 .27 4850 Cone 28.2'7 4210 Cone 3250 Test results comply with appllcable X specifications. Test results do not comply with ccONF'oRN\S Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K.., CITY OF CARLSBAD ~I Servfoe ndustrles, Inc. DAVID J'. ~AN, RCE DISTRICP~AGER THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATE$ INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, ·CA 92008 March 10, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 659-70202-349 LOCATION OF PLACEMENT TYPE CURB INLET I,,INE A9A FIRE SERVJ;CE Tli;RUST BLOCKS ADMIN. AREA DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March 02, 1998 04:45 pin 3 1/i 63 69 March 03, 1998 PSI\DEREK PETERSON PREMIXED C,ONCRETE . ' SUPPLIER DELIVERY TICKETNO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE PREMIXED CONCRETE 3233502 NO:na:.Aefl.l.CAB.L~D~.l!IL™Il:l~.EJNQJC4IEQ:.SI.UMe:.c.li~90a· AIR COf'!IENT· C231-91 b· TEMPERATUB,E· C1Q64-86193J· C~G.:.C.mH-3 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS), 16476 A 7 16476 B 28 16476 C 28 16476 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTM C39-94 TOTAL CYLINDER DATE.OF LOAD DIAMETER TEST (LBS.) (IN.) 63/09./98 77000 6. o·o 03/30/98 109000 6.00 03/36/98 102000 6.00 CYLINDER COMPRESSIVE AREA -STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27' 2720 Cone 28.27 3860 Cone 28 .27 3610 Cone 3250 REMARKS: _K Cylinders made by PSI representative. Cylinders picked up by PSI _K representative. Test results comply with applicable X specifications. Cylinders made by Architect's or Test results do not comply with ~=:::;CAPPED IN A::::::m:~::TM C617::coN FORM s TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, .H.O.K., CI.TY OF CARLSBAD THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, Professional Service I ~di· DAVID J. AN, DISTRICT AG Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 9;2121 • Phone 619/455-0544 • Fax 619/455-1170 CLIENT le 6<::> LA 1vu DATE I Z.-'-/-97 Page_1_of_ INSPECTION REPORT PROJECT (Name) ) ,;z--,p l A tYv {Address) CA:tUc,MT> ~4, REPORT NO. OS C, • 70 2. o?... -//2) Architect ________ ..,,__ __ --'-'-'--~--------Building Permit No ..... ---<t½-=· '+-{>-'-';!/<------------ Plan File No, _______________ _ Engineer _____________ ___,., ___ __,,.._ Govt. Contract No. _____________ _ Contractor. 'l3 t:wLA.J A P b "'i INSPECTION _OSHPD __ OSA >< Specialty __ Mechanical __ Electrical __ Roofing __ Concrete __ Masonry __ Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out REMARKS I) I/ MAT'LSAMPLING __ Concrete Cylinders __ Cement __ Mortar Samples _ ._Grout Samples _._Masonry Prisms __ Masonry Block _ ._ Fireproofing _._Units (block or brick) __ Asphalt Concrete __ Roofing __ Reinf. Steel __ Steel __ H.S. Bolts ___ Tendon (PT Strands) _. __ Other _._Other ____ _ __ Other ___ -,'-_ P!PG 0SA or 0SHPD #--'-------'-------- Other_--"-_________________ _ QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST ____ Rinf.: Rebar ________ ~ Plan & Specs o -z.7 :z_..o ____ Rinf.: W.W.F.. _ Clearances ______ _ ____ .Rinf.: Tendons _ Positions _______ _ __ __ ·Cone.: Mix #/psi _ Sizes ________ _ ____ Cone.: Mix #/psi _ Laps ________ _ _ Cone.: Mix #/psi. _ Future Continuity #/psi ___ _ __ . Grout: Mix #/psi _ Consolidation _____ _ ____ . Mortar: Type/psi _ Mortar Batching ______ , _. ____ Units: Block _ Electrode Storage _____ 1 ____ ·units: Brick _ Torque Applied _____ _ __ ___ Steel ________ _ ___ __ H.S. Bolts ______ _ ____ .Metal Decking _____ _ ____ Electrodes ______ _ _. ___ Fireproofing ______ _ ____ Other _ Corrective action required __ 1 1 -----------__ Corrections completed ___ 1 c=:::::::x:: C...t:I_V A-:t'! N C.2 :r:::o 5:n:\17 o ,v t:I=. I\ -+ 1-0 , <-? lIT.-l £-1 c A Tl en,/ S, c; <R T7 ON -0°£. '7'Z.-O v r?-i4W i Nb CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME ~:rn..el'-7 Y~N CERT. NO.~---,----------------(Pt Clea~l:) \ INSPECTOR SIGNATUR;u-~~-o_)j_,,....,.~+.-4-\,--"'-~--,-_. ,.,,,_;;;;;;;,.....--' . .....,., PSI-B-900-170(2) Page_1_of_ INSPECTION REPORT CLIENT L 5C?O LA-A.i'i) DATE 12-'-I-<t 7 Architect ____________ --'----,---- Engineer ________ ~---------- ~ Contractor. t5fffl...N 4/2.-uo INSPECTION MATL SAMPLING QTY _OSHPD ___ Concrete Cylinders -- _OSA __ Cement .2L.Specialty ____ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms -- __ Roofing __ Masonry Block -• __ Concrete __ Fireproofing --- __ Masonry ___ Units (block or brick) __ struct Steel __ Asphalt Concrete --- __ Prestress Cone ___ Roofing __ Pile Driving __ Reinf. Steel --- __ Fireproofing __ Steel -- __ Waterproofing ___ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) --.- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS PROJECT (Name} ll:£b o ld-rY u (Address} ('Jf:µc., tUfb (:A. REPORT NO. oS:?-7020'----/ ID /l ll//41 Building Permit No. __ '+,t.LL___,_ ___________ _ Plan File No, ________________ _ Govt. Contract No. _____________ _ OSAorOSHPD#--'--------,-'------- bther ____________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST I __ -Rihf.: Rebar --,,!L Plan & Specs Oi:,3:Z 0 I __ Rinf.: W.W.F. _ Clearances I .--. Rinf.: Tendons _ Positions ' __ Cone.: Mix #/psi _Sizes ___ Cone;: Mix #/psi _Laps __ . Cone.: Mix #/psi _ Future Continuity #/psi I ___ Grout: Mix #/psi _ Consolidation ___ Mortar: Type/psi _ Mortar Batching I ___ Units: Block _. Electrode Storage l __ Units: Brick _ Torque Applied ! __ Steel. I _H;S.Bolts I I __ Metal Decking l ___ Electrodes ' __ Fireproofing __ Other _ Corrective action required __ ; _ Corrections completed I .. Qr: Lt f\./ G: S -7- ,o ST7-J-VOIW # 1"2 .. ::1:: 00 I-$ p, Pc-r &C(. 01'2-/> t C\-L (, TV vttr 44 S- CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · CERT. NO. __ -'-~------------ DAT!; . _ I},. -Z../-9 7 PSl·B-900-170(2) Page_1_of -2.. INSPECTION REPORT CLIENT le&io L,14, J-::, Architect ________________ --'--- Engineer ______________ -'------ Contractor B cm.µ A: rz..7:> s INSPECTION MAT'L SAMPLING QTY __ OSHPD __ Concrete Cylinders -- _OSA __ ._Cement -- l:._specialty . _. __ Mortar Samples __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms -- __ Roofing __ Masonry Block --__ Concrete __ Fireproofing --__ Masonry ·--Units {block or brick} -- __ Struct Steel __ Asphalt Concret~ -- __ Prestress Cone __ Roofing ---- __ Pile Driving __ Re inf. Steel __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon {PT Strands) __ Soils Technician __ Other __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS D /2.fit t< 2 ,2~ :Z::::Q ?;PG '4-c, o t? ,'v r,., (., ,. (! < P7"'ltv Qu 'T PROJECT (Name) La-2n &1(1..Jl") (Address) C.S41S11&i2 C4; REPORT NO. OS 9 -zo, D 2. -/d'u Building Permit No . .L.J¼:~'#1=,__ _________ _ Plan File No, ________ __,, ______ _ Govt. Contract No.----------~---'--- OSA or OSHPD #~. -------,,--------- Other--,-------------'------- MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rini.: Rebar X Plan & Specs _ .Rini.: W.W.F. _ Clearances __ Rini.: Tendons _ Positions __ Cone.: Mix #/psi _Sizes __ Cone.: Mix #/psi _Laps _. _ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied , __ Steel __ H.S. Bolts ._._ Metal Decking ___ Electrodes . __ Fireproofing __ Qther _ Corrective action required __ _ Corrections completed a r 1. 1 /._:/ e: (J_ . 51>.b---C.i ~-; Ct.4 T/0µ., s- F:orz.. CERTIFICATION OF COMPLIANCE: To-the best of our knowledge, all of the reported,work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building·codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR SIGNATURE PSI-B-900-170(2) CERT. NO. _________________ _ DAT!:;.. I 2· Z... '3 c,7 ProjectName(perplans) __ L_e_"'~G~<=:;_l,A~·=,1,,~-.. D---------~------------------- Inspection Date ~,TI ~,-;;-n n--, L!.1 ,L, -· I 2 -'2<.-._-.,-, ;('1 /!.-A C-_'7""7.:' .:.IL '-7'-ir,.,, ./ r7 ,"'>.A /.7"7 A ·u· l•~ .,.:rxt A VJ4 n n,v c,., ,2-A ,vi> ;:::,, ,::, i: ,. '~ ,.':"?ti r ,,-, r;c A,, Pv,··-'":;>; ,-:, l1' ;:: c•;<-c ft:'lli ft_':"rt_ ~-. I ,4 /.I :;d _">, s,,.. ,_, ., ,I :zz:.. /"'7 -I' l:, 1../ -r-e tJ..JJ .;,J._ t.-1 -,: -n:J,7r, ,u·#-JG-i-"') '-i /~,,t, "';,2_ ,,,, ___ "T'T"JJZ.... J -,; ?t. ,4,t_,;~t .. :::>;Pr-; ;4 t__,,· ;" ,::, i'> ~ I\,• . •. -rr-·, . ..,,_._,-. ~r.7_ o ..7µ-c_ r ;-::> (. ,4 /'l,/ <' ' S •::::, ~;7_ / C::. IC .-1 T7 0 _,._. ~ -S (~'C:_ 77' c_),"lJ -- n,"7~. O A ,vi:) ,r/t:, r' rA /VJ.) .ri 12.. i'l /";) r.2., ,4,;, 1 ., _, ,1 I':.... :i:l B-'} , or-T7-t 1;-l''.A 12 l. ,: ,";;,,,ri A YV7 U A.II c..; ,:, l. t-i ~ '7',,/ ,,, ., ,'';) ,-1 ;,,z.J::> S, n A I _;; II 0 -, . I "-..... Inspector's Name -.... ./ I f -- PSI B-900·171 (1) Page_1_of .k. INSPECTION REPORT· CLIENT Lroo L,44.1 ,.,_ DATE rz..-?. Y -c17 Architect _________________ ---'--- Engineer-------------,--.--~-- Contractor. /3 <?""12.,v A.~ t:>S INSPECTION MAT'LSAMPLING QTY, _OSHPD __ Concrete Cylinders _OSA ____ Cement --K.. Specialty __ . Mortar Samples -- __ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms --__ Roofing ___ Masonry Block --- __ concrete __ Fireproofing --__ Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS 1:, ;;:=>l ACt&'(• Lt-1_? . :, ~> IL i;::> I .f\-,"(-2 • 1,:,-Z,. 7-Z..O .,, PROJECT (Name) L<Ybo l'.-4 ,v t;> (Address) tlAtLi ~?Ac:> C4, REPORT NO. o.,;e, -·-;,01-c·;· -/,i7 Building .Permit No • .....:;..:;h_,_t/4....;._ __________ ---'-- Plan File No, ________________ _ Govt. Contract No . .c.--------------- OSA or OSHPD #-------------- Other-------------'--------- MATERIAL DESC.RIPTION INSPECTION CHECKLIST · __ Rinf.: Rebar >< Plan & Specs _ Rinf.: W.W.F. _ Clearances __ Rinf.: Tendons _ Positions __ Cone.: Mix #/psi _Sizes ___ Cone.: Mix #/psi _Laps __ Conc.:'Mix #/psi _ Future Continuity #/psi -"-'-'-Grout: Mix #/psi _ Consolidation ___ Mortar: Type/psi _, Mortar Batching _. __ Units: Block _ Electrode Storage ___ Units: Brick _ Torque Applied __ Steel __ H.S. Bolts ____ . Metal Decking. __ . Electrodes __ Fireproofing ___ Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all ofthe reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections 9f the building codes. This report covers the locations ofthe work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE.....,..~:;:,--L-..:..../,~+~-4::;:::::::~~ ..... PSI-B-900-170(2) CERT. NO. _______________ _ DAT~~-----~/~2~-2~-~y_-~9~7'------------- ~-· ·~ Professional -Service Industries, Inc. American Enginf3ering Division -INSPECTION REPORT Page__z._of '2... Project Name (per plans) ___ L~--@ .... ~ .... =o-~l-"-'--A .... tv-""-'· i>----------'--------,,---------'----------'--------- Inspection Date ,:=;Th/2..-,... °D,::J.~ j .. ~ r~r;,, ,,-,-1" ·u A 77.:::>x..J ; .,_-Z,,'-/-c;-, -/'---:,A.Jr_- A I"-.,-. n 12... .:_1 ;..1,, -/. ,,_, c.,.J,rH ;!,/ (;--o 1-,71-liL< /VOTc,--0: /. ~-.-, ./ ·71/2.. ,.e::J. c.· .,... ,-:, 1-'i!:. ,,.,_,,,,_,,.,-,',JI",_-,_ /"s',e" L -,.-CZ V LT. 'r7 1"7 A J r=:-o ,? ,a,,... 7) iD, .,::J,,,. ,._........,.,.,r-',\./r ,,., J:. 'i>o, v £~H /,,-LJ:.....,_, /-~-;:::, ; f>lS: f-0,'2 ~ 7?-)rQ..v-r'? ~l"L • ..1; ;V f-1"7 i i.rvl~ / -· {!_,o r--;-n_ . .a "'.._ ·:rr, d_ :i?ACit' C-;t.1 ,1 ,.v/.. -.4r1-ou /1.-,, r> ~ nv 1:.:1--z:.. .i4JI./ ~ c:?? l...'1t.../ 11.L 1";-n.,,.c:: ff L,;A/,zt;" P,-2. 1~~'.) ~1 ,-z I ,t./ f. fu, .• 0 '-4-;_ ,.J - -- . - Inspector's Name~-~ ( 7_ 7? A - PSI B-900-171 ·DSf Geotechn~cal · ~ •1 Environmental •-~ Construction Page_1_of~ Consulting • Engineering ~ Testing INSPECTION REPORT CLIENT / r: c, <'' i. el ;1.,;D DATE n .. -z :z..-1..-; ::-, Architect _______ -,--__________ _ Engineer ______ --'-------,-------- Contractor. B,, 12.,t,al.: i:2-;.. INSPECTION MAT'LSAMPLING QTY _OSHPD '':l< Concrete Cylinders _!L_ __ OSA __ Cement -- _k Specialty ___ Mortar Samples --·- __ Mechanical __ Grout Samples -·-·- __ Electrical __ Masonry· Prisms -- __ Roofing · __ Masonry Block -- __ concrete __ . Fireproofing --__ Masonry ____ Units (block or brick) -- __ struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ waterproofing __ H.S. Bolts -- __ Non-Destructive ___ Tendon (PT Strands) __ Soils Technician __ Other --·- __ Batch Plant __ Other -- __ Bolt Pull-Out ___ Other -- REMARKS C'.Q ,y Tl rte' ~, __ ti,· S ut?,Auu C-, PROJECT (Name) L1;\<;:,n LY{1y t> (Address) C-ri a.,;_f...3d(2 (14 · REPORT NO. C-'5 9'· 7C>? L-, < -1./6 Building P1;Jrmit No. _;_i.e..~-,,...:...1-___________ _ Plan File No."--_______________ _ Govt. Contract No.--------------- OSA or OSHPD #-------------- Other------'-'---'----------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST __ . Rinf.: Rebar >< Plan & Specs __ Rinf.: W.W.F. _ Clearances -___ . Rinf., Tendons _ Positions Y . Cone.: Mix #/psi :HSQ _Sizes __ Cone.: Mix #/psi _Laps _. _ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation .. __ Mortar: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied ·_._Steel __ H.S. Bolts . __ Meta:I Decking _. _ Electrodes . __ Fireproofing __ Other __ _ Corrective action required __ _ Corrections completed t--'X< d V ¥1 Tl c> M-C:::: i'>cit. vt,711,.,, 1.cw, c<c p,p,:r s tel VO /<../ #--3 -3 r 3 0 ::Z:-0' s-n-1 Tl c;,,,._ # 3 'I .... 0 0 r i.S ,.7 C:? L-:,/.Z.,)/ IV l:, c-r-1 c-1':::> ,.1. Q • 7t,.rc.:r: ?1.r4,y5 / ... , Da i:-1 Lp; H· ,-, -IJ D·~ o . Ppr; L¢/'l·'-C if a, CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers.the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAM~:Do,2.6X. ?_ Pt:i7a<n Sotu CERT. NO·--'----------'---------- (Prtnt Clearly) l INSPECTOR SIGNATURE ~-4 2.e-~:) DATE I) -"Z.. -Z.-c:,7 PSI-B-900-170(2) Jps.•1 .Professional Service Industries, Inc. _ American Engineering Division Page. l-of ?.. INSPECTION REPORT Project Name (per plans) ~L~<:,"7.~~;;,~0....,:,-·-L~A~t'-"~0----,-------,----------------------- Inspection Date 41-r,r?iL ua '"Drz,.i.; AJ f'/DiU'7'""//U i,; >'-I n ,? rV n.--z.. 2.-·17 .. ,:.c,v, - /"::::>t-~-r:> DtS--n:JI I' Rt=-1..l"I < ,,.,--. /\ ,..._, "/ ;-z_. _9:7 ,?&,I' Lc7/.,ll rD1v ,.~ .,, __ /i.:o /t_/r7Z..rl r: -ro,-z 7:>c_ Ac. 1:.r-,'1 (!_~) .rt., C ,·2. t-,'"'72,.:.-)r7 I .V $ ~ 2~-~'5Cl2• 'il,n-(-.:f ' 'P,12,~-11? I IC ,,1,,-J I y ,4 -r 7.J..Jjf" -r1r1':;y,;§""' P, .. J C,',:,,' /2.-,>-, ,1/VLh~ To? .i\1;,v 1":::. , , 1 ; ru i ~-L-1 I\..I ,_.-A-· A S 7"7-4 '77 f:J,tV .;d.. ,,;.,,37. 7·3 /l,t.,,h ,~, (i , _, TT L-;C ?-,~ ;4 c:. (..... ;/ , t;• -r:c,.'7~ ~ n Jt-,r-<.z.-r-ot-. Fc:><-l 1i! c°J., ,1.., c;:z.. 6 re-6:.? n-11":>1e. c-.$S J 1/ i,.r' "S ,-,~ ,-,---rt_;, (..? 'rJ..i. . ,e....,.:::., 5 ,>c~-,11'7 t;r-Jt .. s. ,...,,_ c:;,'-i-7. ,:r.-t' ,,..,,.,. <; T iJ Lll~uvi..-,, 'p c.. .4 ,, ,,;.r--n,,? A-<"h /J ,41 ,~ •• I . ,. .. ,·., -; :::. .. ,. '•.:--r- SLu MA?:>-1..j_ ..:• T 1-,-v,,.., 'i:>S ~ 14--b7° II -I' -7"7 c:- . . .,._ k Inspector's Name~ JI -P _;?,/\. -. --~ "-._) PSI B 900-171 o-. --,r - Project Name: l~G--o Project No: . 10me· ··, '{q(:,o/5/-009 . IZ-1°1-:°t'i Location: CML,t;, GM\ Author: £. Lv;c..t,.J /2.t!::IO To: -I RIJ c_ rr Subfect: I~--_ ¢" ~ua DnA1,v -so + .S-o .::! f'6rl-""" t)r7 A-1r-,J 11,./T~~~IN /.l;v~ C 7Fr= -,Pi F/!--'Cl-l €J:-Q"> vra, c,-) -~ ·.s?;"a,tt-. _ Dr7A/r-> l 11,--!E C. HM ' E-k e()~~ J ca..on"~ 77-1'2.. (.J -7p~ . EJ:/17,,.J/.-It--, J"?Jt C.t.£/J "S_v (J0v? 14/,.-..J ~r Nv(wc· ~ 7f'I "T,, N ]D+~o. -r,..,..:.'. Su.a {)r7~,.-v (A.Jl..--r'~ ,=,,,,.,,,.. r7-T'f= \LE" Mp., ,UI Ur /tvS.7-A.c.c ~-S~ !3 COA/tu {iv/IL /-..J<,i,,v /L,ovJ I /C-,/a 7~ ,u&.,,<J \)r1 f4.-( ~ . 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Project Name (per plans)--'-/...,.G["(.,_ _ _,.,,.,'-"-',o......._"""t::....--=--"1,._:;,.:::.t,.;...:..· D=------------'-,------------------ Inspection Date s· ,.:;, ~ , i .,---y2__ r'Y1A1/V ... 17..·'2 -z..-~, it? t'' .. l) ;'-, ~ ,7L , 1 C •,7 r ::, ,.-v ,' $ 6XC. ,.-1 ; .. ·:4 ·r11-1 ,, r::~?-;,L_ ,1 /\., ,') P .,_ e:t.., I JI , t ~-P, I/ i:>t/t_ T:>1/->Jr'' i::= ,., ,,z. ,:; ;..,-z_,_, { ,'JL J/t-?A-iA...J ;1, ,4 fl .1-f ? < -;:}4 "r:'J 1'") >-7 I d::i. j':2, ,-9 l, •7-c-t'j ~1 kl .ti ~ -5 n4 no ,v ±1. I '7-f/..., '-/ • f ,{,.., YI "'ir2." .4. ,.-·~ ,-,, • ·< :-:::>t .4 (·. •i\... I ,-=> J ,> L,-A £' ; ,-, ,.:. ;·-.., ; 11..,, l TU ·r-1-1 ;.r ~ J2 . -; .:T , .. , ·r-::>_, ,I ;.t / ,;, < ;::, l,;-,,. • C// J nr; ~r..,,< -~ /., "r ·r/ OA,/ -., -0'2.. 7~,:;; .4 r1 0 ~7'l1,;U;').<\ ~ ,:::, <. i'"">d. ,4 U../,' ~ $ .,s-r>C-'7 l-lc 111112-i .c., ;-::,, :A i) /h Af ;-1.,/ J(" I ~ I C s r.-;1 /I., i":> 1-1 ;2. l'i < I .. - .. . . " !\ ~---~ Inspector's Nam~!/ )(~ 1J ) \___. f ·. ·\·-I ~ PSI B-900-171 (1) DEC 17 '97 14:49 FR PSI CORONA CA 909·272 4~71 TO SAN DIEGO P.03/03 REPORT OF DAILY BUILT-UP ROOFJNG lNSPECTION PRE-CONSTRUCTION MEETING -FOLLOW-:QP CORRESPOND.ENCE OWNER: GENERAL CONT. SUPT.NAME: DATE: Lego Family Theme Park B~ds Bros. Construction 610 nex Street San Fernando, Ca 91340 Alex Young December 11, 1997 PROJECT: Lego Land Theme Park Cannon Road Calsbad, Califomia REPORT NO: 059-70202 (2) -1-'f--/ This follow-up correspondence is in response to the submittal of the modified specification by GS Roofing Products Company, Inc., and phone conversations with Bill Sellon of Hayden Roofing, Jnc. and Chris Rooney, HO&K Studio E. 1. The Project Manual's specification called for one layer of 3/4" perlite roof insulation mechaoically fastened to the 3/411.plywood deck, followed by a two ply mineral surface, ·modified asphalt, cap sheet roof. Hayden Roofing, Inc. and GS Roofmg Products Company, Inc., submitted a revised roofing specification eliminating the roof.ins1Jlation and substituting a three ply, modified asphalt gravel surfaced roof. 2. Chris Rooney of HO&K recently inspected the wood deck with the end clips installed. Mr. Rooney related that even with the added end clips, as recommended by the roofing. materials manufacrurers Representative (Terry Wheeler), there is still some deck deflection evident as a result of simple foot traffic. Considering that the roof insulatio.n buffer is being eliminated by the Contractor, 1\1.f.r. Rooney will require that the Manufacturer and Roofing Contractor inspect and accept the roof deck. as it relates to their warranties. 3. Bill Sellen of Hayden Roofing was contacted by this office and questioned on the deck conditions. :Mr. Sellon stated that GS Roofing Products will inspect the end joints of the roof deck, mark unacceptable areas, and that Hayc;l.en Ropfing will cover the· marked joints with sheet metal or inverted cap sheet: Mr. Sellon further ~tated that excessive gaps (> .25") in the deck joints would be the responsibility of other Trades. END OF CORRESPONDENCE Information To Build On PSI• 350 South Maple, Unit K • Corona, CA 91720 • Phone 909127i-423P • Fax 909/272·4271 ** TOTAL PAGE.03 ** Page_1_of_/_ INSPECTION REPORT CLIENT tc&.,D L4tkD DATE /'2. -z Q -_Cr :Z Architect __________ ~------'---- Engineer ___________ --'---------- Contractor. Prt:;,-n,1,,-f a,) s INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders __ OSA __ Cement ---A Specialty __ Mortar Samples __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms ------__ Roofing __ Masonry Block -- __ Concrete __ Fireproofing --__ Masonry ,,--Units (block or brick) -- __ Struct Steel __ Asphalt Concrete --__ Prestress Cone ___ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing ___ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician ___ Other -- __ Batch Plant __ Other __ Bolt Pull-Out ___ Ot_her REMARKS TC (1.Q&SV2L1CTl9t:v PROJECT (Name) t efpc) Utv,'<:> (Address) /!"'(,,t.LSodr) U REPORTNO. os~-70-Zp-c,, Building Permit No . ...L&..:=..,L.A.:;.. .. 7,_ __ -_________ _ Plan File No. _______________ _ Govt. Contract No. ______________ _ OSAorOSHPD#-------------- Other _______ -,--__________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar k Plan & Specs __ Rinf.: W.W.F. _ Clearances __ Rinf.: Tendons _ Positions __ Cone.: Mix#/psi _Sizes ____ Cone.: Mix_ #/psi _Laps I __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation ___ Mortar: Type/psi -. Mortar Batching _____ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel ___ H.S. Bolts __ Metal Decking ___ Electrodes _-_ Fireproofing __ Other-_ Correc!ive action required __ _ Corrections completed Eon. ?c.,..u c·::rn <i>'.t-· t;: 02,.]'2.Q CERTIFICATION OF COMPLIANCE: To the best of our knowledge, ail of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the loc~tions of the work inspected only and does not constitute engineering opin- ion or project control. CERT. NO·-----------'~------ INSPECTOR SIGNATURE_k:~L,J::::::;:::~C::S:~L....,..~ PSI-B-900-170(2) r.Gtr.J ·~ Professional Service Industries, Inc. American Engineering Division INSPECTION REPORT Page_Lof_7_ Project Name (per plans) __,t.,..=·..,.t:'""':(""',z:.o,c"""-:>__,l_-.c&<-L;,v=-"D-------~---------------------- Inspection ·oate Si.-nuts-ze - 12~ze1--e.;--7 -re r,_,? • ,c: 77;,_,._, .,. ,-, ,-• .A..-~ l.:r?-, ,4, £._,, /,,'-;/r/,..4 ,,ad'..-,,,,-, ,A .=:t.:J V7-A 11.,;') ';:;, ,,,_.4,; -~...-"· ..... ......, r ,_., F L/ ,, ,"=>vc.. ;:, if:>F. ¢!-OvL !$ i-:"?v'(·iY'2 .:; ,1.;'7.2 i 'I I'. 1,-;- -~r-LI,<..· 6-") -'? < r'Z4 n .:.• ·''-' :rt I''-/ ·l 2 '-I ·r,-_-, ~nr,n/,:1£ 1"7.J o o /1,..,., ,v,1/,J...A-,·. '/""?:::-/1. ;< ,-::,, A. •v;. ;-::>;,o;r-,+c_ ,,. ,-7,-.:., /;;,; "'-' 0 r-o ti-/(T '17 ~ ar1-,-z -r-.,'::v A-.-1..,<: --5~1-'7.;C;r ..JT7c,,.,.._.;<;_ --; irr77 o ,,v-t'J z.,,,,, 0 AA...,i', ,, <'-:r cl ~ . ~ 117 .e. ~ r.:,,,-:z. ,-.'1 ,· J ' -c.. _'±£_. s:--< ,·) c:. ,,,, d i2-1 _c ;;;.,; D rnU rl.11 I". J /:JL lT ~T74 A ~,4 ,2-u~ . .. ....__ 0 Inspector's l";lame ~ Jl y V:1""' ' . ~ --PSI B-900-171 Jpsil Professional Service Industries, Inc. American Engineering Division Page.i....ot_1_ INSPECTION REPORT .Project Name (per plans}--..t--· • ..,..c.-,-,z'""'.,.:2"""0~· c--.· =L=~~tv~.,.,..D-----,------------------------ Inspection Date -· of\/ Inspector's Narne-k~;;:::;2:f:::::f:==t:~2::~~~--'----'----- Ps1 B-900-171 Page_1_of~ INSPECTION REPORT CLIENT L 81-zO b1> DATE-~L~2~-~1~9~~_9...._,_7 __ __,.. __ Architect ______________ --'------- Engineer--------.....,----~-;------~-- INSPECTION MAT'L SAMPLING QTY __ OSHPD __ Concrete Cylinders -- _OSA . _·_Cement --·-· ><:"'specialty __ Mortar Samples --__ Mechanical __ Grout Samples __ Electrical __ ~asonry Prisms --·-__ Roofing __ Masonry Block --__ Concrete _. _ Fireproofing --__ Masonry _·_ Units (block or brick) __ Struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing ___ . H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant ___ Other -- __ Bolt Pull-Out __ Other -- REMARKS AC Lt & l:r e. ::fr7'z 0<..?r'-' 'DrJ-d WI./Y (,; PROJECT (Name} Lcwn t Azv1--:> (Address} <!../ftU$!:'?&t> cA,, REPORT NO. c"5'o/-zo, o~ ·-/ 3 V Building Permit No. __,_,IU~/A--'-----------1 Plan File No.---'-------------------- Goyt. Contract No. ______________ _ OSAorOSHPD#------------- Other ______ -'--------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar ....K.. Plan & Specs .-. _ Rinf.: W.W.F. _ Clearances __ Rinf.: Tendons _ Positions · ___ Cone.: Mix #/psi _Sizes __ Cone.: Mix #7psi _. _.Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #{psi _ Consolidation :_-_ Mortar: Type/psi _ Mortar Ba.tching __ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel ___ H.S. Bolts __ Metal Decking ___ Electrodes __ Fireproofing --: Other _ Corrective action required __ _ Corrections completed F-01<- ~PR. ,11,::--c:.D,-u r- CERTIFICATION OF COMPLIANCE: To the best of our·knowledge, all of the reported work, unless othervvise noted, substantially complies with approved plans, specifications and applicable sections of the building.codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. CERT. NO. ________________ _ PSl-8-900-170(2) Professional Service Industries, Inc. American Engineering Division INSPECTION REPORT Page 2.. of -2..... Project Name (per plans) __...L.=az"'-"""'-2<-.:Q""'--_L,"---14~,v=p.....__ --------------'--------------- Inspection Date -,,.:..,,1 - •JI 1>11 K ,_ ---:> Inspector's Name.L--==_!,_-..l,---~--='------_:::,~---o'------'-- Ps1 8-900-171 r ~I , ,-;- I r..;;;;J ,~ Professional Service_ lnd..-stries, Inc. American Engineering Division INSPECTION REPORT Page_Lot _L Project Name (per plans)~-_L_e_3c;::>~o=--~-_--=L'-"-:4-"""1'""v~i:>""------'----"-------'-----'---------------- Inspection Date 7--1 -e. '7 Inspector's Name-'L~=.l<J.....__,__..c:...,;;;;,...,..,~--'2.><"-'-"""---..a:::'--..,;.-,<__;_____:_-4-,-~:__~~~ PSI B-900-171 Page_1_of ..£ INSP.ECTION REPORT CLIENT L6?:;,c;, L&tt,,?J) DATE iZc-; 9 -<77 PROJECT (Name) Uil-~o lefr.!C> (Address) . C#:eLSBAO M ' REPORT NO. c,~e;, .. 7.;;1...,;.,'-.-/3? Architect ______________ ,__---. Building Permit No. _i{.-',p'-;4_· ___________ _ Plan File No, __________________ _ Engineer _________ ----'-----"'"------,;.....__ Govt. Contract No.------------~-- OSA or OSHPD #~· --------'-------.._ r5 a, ·v:t 6:,Z c:; Other __________________ _ INSPECTION MArLSAMPLING QTY. MATERIAL 't>ESCRIPTION INSPECTION CHECKLIST _OSHPD -.-· Concrete Cylinders --__ Rinf.: Rebar X-Plan & Specs __ QSA __ Cement --__ Rinf.: W.W.F. _ Clearances . .:,c· Specialty __ Mortar Samples . --__ Rinf.: Tendons _ Positions __ Mechanical -.. -Grout Samples .-Cone.: Mix #/psi _Sizes . . __ Electrical __ Masonry Prisms --__ Cone.: Mix #/psi _Laps __ Roofing __ . Masonry Block --__ Cone.: Mix #/psi _ Future Continuity #/psi __ Concrete __ Fireproofing --_. _ Grout: Mix #/psi _ Consolidation __ Masonry -. _ Units (block or brick) --__ Mortar: Type/psi _ Mortar Batching __ Struct Steel . __ Asphalt Cc;mcrete --__ Units: Block _ Electrode Storage __ Prestress Cone __ Roofing ---.-Units: Brick _ forque Applied .. __ Pile Driving __ Reinf. Steel __ Steel __ Fireproofing __ Steel --__ H.S. Bolts __ Waterproofing __ H.S. Bolts ·_. _ Metal Decking __ Non-Destructive __ Tendon (PT Strands) --__ Electrodes __ Soils Technician ___ Other --__ Fireproofing __ Batch Plant __ Other --__ Other _ Corrective action required ___ __ Bolt Pull-Out __ Other --_ Corrections completed - REMARKS ?,f',~ D -. ., t=n,?_ -(!_;;-.,v·r- CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building.codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAM!; '"J?t?Lb7<-f ?ti]p::n,.Svr:-i CERT. NO."'"". _______________ _ (Print Clearly) .~ INSPECTOR SIGNATU~~ .J ;p .. ~-.Ps::2 PSI-B-900-170(2) DATE; 1'2--I 5-C; 7 l · •J Professional Service Industries, ·Inc. • · American Engineering Division INSPECTION REPORT Page_of_ Project Name (per plans) __.L....,6'.~x2~-=U~{Yl2~---------'-~------------,--------- Inspection Date 2.--:-'11 T , .. IA .-,,. -'-I , 0 ' , l I Inspector's Name~~-~......!...-=--i~~=~~=-,.--------'--'-- PS1 B-900-171 C: ~ • .-WlT # r.:.;;;;J ·~ Professional Service Industries, Inc. American Engineering Division INSPECTION REPORT Page_Lof_l Project Name (per plans) _,,tt3=----·;y,~o'-=l-. ..... -A-tt......_ ..... £>c...,._ _____ ----' ______ ----'-__ ~------------- Inspection Date Inspector's Name~~'Zl.c.."Jil.:_~Q:?~~~-.g:,_...._t,_~~..{,e::.:.-'-,\__;- PS1 8-900-171 _,_ rr . A C:..l..o~i);N(; Page_1_of_ INSPECTION RePORT CLIENT ________ _ DATE_'i)_t,C __ .?()-=·-~_l____;..qq_,__J.,__ Architect ro~ StuOlO E Engineer t--~M.:t7/\J t bv/\/tJ Contractor ~ARJ)j 81<-oJ IJJc. INSPECTION MAT'L SAMPLING _OSHPD _ Concrete Cylinders _OSA _Cement _Specialty ""Mortar Samples _ Mechanical · ~rout Samples _ Electrical VMasonry Prisms _Roofing _Masonry Block _Concrete _ Fireproofing --l,LMasonry ._Units (block or brick) _ struct Steel _Asphalt Concrete _ Prestress Cone ___ -Roofing _Pile Driving _ Reinf. Steel _ Fireproofing ___ Steel _Waterproofing _H.S.Bolts _ Non-Destructive _Tendon (PT Strands) _Soils Technician _Other _ Batch Plant _._Other _ Bolt Pull-Out _Other QTY -- ~ --3_ 2- --· --· --- -- ----- -- ------- ·-- PROJECT (Name)--"'l=f;_..;;6_;;0::....lA-r-!_;_;__.....:.=D;..__ __ _ (Address)_/_LGi....:;_;;6;__::0::;___0_'R_. __ _ CA-t064-D C4 -. ?= . REPORT NO. ---=t)"--5_9,_-_7_0.:......c· U,~'----_.../c""""~'--Ji~ Building Permit No.--~--~-------- Plan File N_o,-------'----------- Govt. Contract No. _____________ _ OSAorOSHPD#-----'-----"--~----- Other ____ --'--____________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar _ Plan & Specs _ Rinf.: W.W.F. _ Clearances ' _ Hint.: Tendons _ Positions _ Cone.: Mix #/psi _Sizes ___ Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi , _ Future Continuity #/psi /Grout: Mix.#/psiZ,ZSD-1 /4<1oc-_ Consolidation --1.CMortar: Type/psi. Spfb 0 _ Mortar Batching __ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel _H.S.Bolts _ Metal Decking _ Electrodes _ fireproofing ~:: /S"uO ~ther ~/tl,JptJ _ Corrective action required __ _ Corrections completed REMARKS ~/J/('/ /2-50-Cf? (;:,AR..Pf.J.Jf;f,'J J/f-bp: 97 ,)_/ lf.c fl£f<iJ&/J,()16; q 7-)./ Z,f --J.PECIA--c.. /N.l/6U701-/ //ZtJr.JJl2EL) O!f PIA-c£½1G4T C2P OMu.".r 0/1 /'IC);e/71 &lo W£1r SPGS ctlA-tvl. ftt G~f-4{ s[lfffLJ l cfi?C0.1-/P {.,I Fr J 4,/.J:J ~~ --;;7 . .,,,, UJ-fi;ir ..5/IJE, OP S$Cl)r/// UM o~ UIA-ttd /tr ~£ 6c/JtLJ/U6 II/ ,::',8()6/6 01/t, J£r fF: 3 MO/Jth2-. 7YI~ J' . JltHJ/J.(£d tnlfZ;)_i -:~ tf/[}l?f ~ /'cA-N"J. · · I 7 -lVEC14-t. 1JJ.//6070;1 /,e()_7/JpU;J. dld 6~tfl11J)f OP_ R.&r Ul Fr rJ;= t<JA-u.4 A-r SfleJ/K:£ YM.o Wft(.ll MP. PeqE. BcJH.PIA/6. (o;.;iy 4 SUTJo>-1 0;=- SWlct }#f2p W-A-U AA! f;µJUTEp). (!)t.JE; Jrr OF 3 6)0tlr ..JAmfU;d . /1?/P 3 1>1/kf& ,,,.. -. 7 fl Y ffjiMJ !AkP~. lt.k;tl-, f~ fl/f7SJ. Sil-dtct YAt-D : 97-14 5 h CERTIFICATION OF COMPLIANCE: To the best of our knowledge. all of the reported work, unless otherwise noted, substantially complies with approved pl~ns specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME Wt.!Jf ~ ~A-?/ll£~ . dJ ~·· 'II INSPECTOR SIGNATURE{~~~. "'i=:1-R-900-170(1) · CERT. NO.__..::(!u:::?...:...!...~:.._:ttlf~..:..;t= __ 9i~~~C, ___ _ DATF-._-____ .....:.l-=2:......--=3-=o:......-...... -'i.:._.£._7 ______ _ Page_i_ot_l · INSPECTION REPORT CLIENT__,._1 ___ -:---------'-.....,.. DATE-~/2_-_l_9_-_9~7 __ _ Architect ,to~ Sn.Jo vo E.. Engineer fAMLnr-1 q· Dut-11J Contractor ~APJJJ 8t-vJ. J,.x .. INSPECTION MAT'L SAMPLING _OSHPD _. Concrete Cylinders _OSA _Cement _Specialty _ Mortar Samples _Mechanical _Grout Samples _Electrical _Masonry Prisms _Roofing _ Masonry !31ock Ancrete _ Fireproofing Masonry _ Units (block or brick) _ struct Steel __ _Asphalt Concrete _ Prestress Cone __ Roofing _Pile Driving _ Reinf. Steel _Fireproofing . _Steel _Waterproofing _. H.S. Bolts _ Non-Destructive _Tendon (PT Strands) _Soils Technician _Other _ Batch Plant -. _Other _ Bolt Pull-Out ___ Other REMARKS f-1 OIi 0;?-7' /2-~ C/-97 ., /2-30-'(7. QTY -- ------ ---- .. -- -·- .. -·- --· -- .. 01-/ PROJECT (Name) l.rt,60 lkN D (Address) / L,6Go D£. CJW,vi &,0g) CA . · REPORT NO. eJ 7J 9 -7 0 W 'l-/Jg,5 Building Permit No. 9 7 -2,/ 2,-0 _ Plan File No. _______________ _ Govt. Contract No.-----=------'--------- OSA or.OSHPD #-------------- Other __________________ _ MATERIAL DESCRIPTION ~PECTION. CHECKLIST _ Rinf.: Rebar _ Plan & Specs _ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons _ Positions _ Cone.: Mix #/psi _Sizes _ Cone.: Mix #/psi _Laps ___ Cone.: Mix #/psi _ Future Continuity #/psi _. _ Grout: Mix #/p!>i _ Consolidation __ _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel _H.S.Bolts _ Metal Decking _ Electrodes _ Fireproofing _Other _ Corrective action required __ _ Corrections completed 6~12/.J JI/M) '-/7-2/2,~ PlltCv-1&-IT or-ht/{--- 4-T £Mr soum siPt s CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless ·otherwise noted, substantially complies with approved Pl8:ns specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engi_neering opin- ion or project control. INSPECTOR NAME eJt'._(,,IJJ f'. ~,t,--{DE i:_ CERT. NO. ____ .J..C.L½f:!.,! __ ~:...!:Wf:::::::::..:f!~_#~~~---- d .. 2'~ , 'j/J · · . /:Z-J.9-'tl ~~S~~~~.~-SIGNATURF ~,47~ DATO..,,..,.,..-,__:...:...:_--=....:...-'--!.-.!---------- Page_1_of_ INSPECTION REPORT CLIENT Lt:g-(, Ld:,vo Architect _________ ------""""-'-------,'----- Engineer _____ ~----------'--------'---- INSPECTION MAT'LSAMPLING QTY· __ OSHPD __ Concrete Cylinders _OSA .. __ Cement -- ...k::'Specialty __ Mortar Samples __ Mechanical __ Grout Samples -- __ Electrical __ Masoniy Prisms __ Roofing _._ Masoniy Block __ Concrete __ Fireproofing -- __ Masonry __ Units (block or brick) .. __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ . Roofing __ , _ __ Pile Driving __ Reinf. Steel __ Fireproofing __ . Steel __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands)· -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS C o /4.:: :S ,,g k/C CT o ,v l1tvif: . PROJECT (Name) Li::i00 L.-.q..rvC> (Address) l:e&/U:.; ad:i> &4. REPORT NO. 05? -202-0 L. -/LJ Z Building Permit No. _.¢;..;,<-.r...J-----'---------- Plan File No. ________________ _ Govt. Contract No.---,------------- OSA or OSHPD #------------- Other----------~-'--~--~---- MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar ~I.an & Specs ' _ Rinf.: W.W.F. _ Clearances _ Rinf.:Tendons _ Positions _ Cone.: Mix #/psi _.Sizes -. Cone.: Mix #/psi· _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar:. Type/psi _ Mortar Batching -. Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied ___ . Steel _H.S.Bolts _. Metal Decking -. _ Electrodes _ Fireproofing . _ Other _ Corrective action required __ _ Corrections completed gxc ,..zv;,-1 rz n,v pol?-5 rc.2,e,,V'\ & aovtr (>, ,-::, ("1 Z D AH--[, (ln,v n,vu e:5 &2€:: I:?,.,:, -- l /\...,/ P-r2 ,e_ ( l £/1., (.;, l41 LI /l.,., (..;- INSPECTOR SIGNATURE_µ:....e::.~....,__~__,_....,_=-"7"!"'-.:--- Ps1-s-soo-110(1) e(cMNOUt DATE 1 ~ -JI -q 7 ~ ~ -'-'· -:- Professional Service Industries, Inc. American Engineering Division INSPECTION REPORT Project Name (per plans) L-t.-,7,-.o (,44Nb Inspection Date Inspector's Name_l-4,~4,_~,-==-:;:jC~';t:.~::::::==--,;;:--"----- Psr s-soo-111 Page_l_of _i_ -,0,.../ : J Page_1_of -L INSPECTION REPORT CLIENT /. C60 l 14/f./ D DATE rz-30-97 Architect ________________ --'~- Engineer ___________________ ---'-_ Contractor. Jiw ... 11/4-R-D s 6e:o w ,,-----n.s INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders --__ OSA __ Cement , __ X Specialty __ Mortar Samples -- __ Mechanical ___ Grout Samples -- __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block --__ Concrete __ Fireproofing --__ Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing ___ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -·- __ Batch Plant __ Other. __ Bolt Pull-Out __ Other -- REMARKS PROJECT (Name) /....qbo UJ,v D (Address) &,t2c5BA1). C4 REPORT NO. as c;, -zv 2 ,;, -z.. -/lo / Building Permit No. -.J.A-'"'1..l:./4_,_· ___________ _ Plan File No.---'----'--------------- Govt. Contract No. _____________ _ OSA or OSHPD #-------------- Other-------------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST ____ Rinf.: Rebar X-Plan & Specs __ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons _ Positions __ Cone.: Mix #/psi _ _Sizes __ Cone.: Mix #/psi ·_Laps __ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied _.Steel __ H.S. Bolts ___ ,Metal Decking -- -. Electrodes __ Fireproofing ___ Other _ Corrective action required __ _ Corrections completed 1-2 f' el V ,P_ rz c.? tY € i? (Z. TT2 <;'72lT7 OJ<...., 1=F 3 7f LO «. 1$ 7?,219 l.1 I / ,v 6 CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless-otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME ·ytVZ6'X Y fftTf.i7?$DN _ . (Print Clearly) A INSPECTOR SIGNATURE:µ,,,_./~ "5;::? PSI-B-900-170(2) CERT. NO. 005<..~I 8 t -6t1> {.-. -. "'>O-C,7 QAT~~--.!....!::~:............;:.__J_...:....:.. ___________ _ Professional Service Industries, Inc. American Engineering Division · INSPECTI.ON REPORT Project Name (per plans) L 012 o LA-n..,,-p Inspection Date Inspector's Name-!,~:,_,.4_~:::,.,,,=J~:IZ::::::==::!!o.....-,------,--,-,---,----'-- Ps1 B-900-171 Page--1...:of_l _ Inspection Date -· 0 -'1'7 PSI 8·900-171 Professional Service Industries, Inc. American Engineering Division· INSPECTION REPORT if .if_ JO . L-1 IV .;- . /2. ·:7;, - Page_/_of _L r Page_1_of~ INSPECTION REPORT CLIENT Lm,,,n L&ev o . DATE /2-2. 9~ 9 7 PROJECT (Name) Ldisz o ?,.vvi') (Address) U14t5ffr11) CM. REPORT NO. os 9-?o~ oi. ~/ & u Architect __ -_______________ !3uilding Permit No ...... N.&..-=-A...._ ___________ _ Plan File No,--'--'--------------- Engineer _________ .,...... ________ -,-'-Govt. Contract No. ______________ _ OSA or OSHPD #-~------------ Other ___ -'----------------- INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD _k. Concrete Cylinders _'j_ . __ Rini.: Rebar ,...>o(plan & Specs _OSA __ Cement --_ Rini.: W.W.F. _ Clearances Kspecialty _·_ Mortar Samples --__ Rini.: Tendons _ Positions __ Mechanical _._ Grout Samples -·-X Cone.: Mix #/psi 61::0·'-·~ts o _Sizes __ Electrical _._ Masonry Prisms -·-.-__ Cone.: Mix #/psi _Laps __ Roofing __ Masonry Block .--. Cone.: Mix #/psi _ Future Continuity #/psi XConcrete .. __ . Fireproofing --__ Groat: Mix #/psi _ Consolidation __ Masonry __ Units (block or brick) __ Mortar: Type/psi . _ Mortar Batching __ Struct Steel -. _-Asphalt Concrete --__ Units: Block _ Electrode Storage __ Prestress Cone _. _Roofing __ Units: Brick _ Torque Applied .. __ Pile Driving __ Rein!. Steel --_._Steel __ Fireproofing -.-steel __ H.S. Bolts . - __ Waterproofing --. H.S. Bolts --__ Metal Decking __ Non-Destructive -.-Tendon (PT Strands) --.--Electrodes __ Soils Technician ·-.-· Other --__ Fireprooflng __ Batch Plant . __ Other --__ Other _ Corrective action required __ __ Bolt Pull-Out ·_._Other _ Corrections completed REMARKS Pt ec A, L;;Vl? C. JS ? ;. e <2 ;4 c ?-O ,g c'"> t & l,. ?r.•ajtr-c..r Pc. r9CV > ,, 5P4"'Z.,1C1c.& rzn...-t.,,S -·s-1rr..notY'. -o·z. 2 2 o Z?&7t11f:0U1A.-·<2 -en,v,- CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of ihe reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE-1:.,..,.£--~_,,...,~-=,..--=~-,-.---'- Ps1-s-soo-17o<2) CERT. NO. Of?/:309 81-86 Professional Service Industries, Inc. American Engineering Division · Page1=.._of~ INSPECTION REPORT Project Name (per plans) """'."""L"'-:'t;Tb,.._,_,·:....,o"'---_.....l.,,,,,1-J..,v'-=-'2::>=---'------~-,----~---------------- Inspection Date -«r'tr,2 rn ?::,,a .A/·,,,:/ /';ry,-,, '~A,J.A;:!/ T°Tr>-I - I? -2-c. -<:;'7 -f'l,r,(V 7- ·"; ·-~,,,, TH.t:f ~-1/ {.1,/' ;~/VhlJT" ·,4,-/.,,u,-:r-/'1J -S·ria·nn,,,; =it :S-7 ..J.Lf.!. II< /l_,,. -~ -c: .,-,..,-p,. Lt./"-~ './-i A / r Ll ;.;7"7, rY7 ,v c±-~Z.3P-.5Jl A..,--r1-1a ,4 1/ ,,.. Lr-,,,q~ our-,!,,J,, //~· ~ ~r,::JT7r,,;1.J -de 32.-+b 8. •1s. n,,,~ <;'J::r-r-,')~ ·/: ,...,,1 ,,, /I .r, ,,, , C ;, ;.rrr,r ,,, r,..,,,. P l'2. I-T'S e; I l/ I~ < 77,,!..1-.~t"-';-H -~;~r.. .S ';:;:;,;-~1 r7// f.:.?lJ<;.. c.-v t-;TYZ. i .s-/1,..t,s, 'i:x, l'-JIVI-, 1)1....ar H'V1'7«Jf../1, .;::;, u ...... ~-L/ • .:, If .. tf-rYYI ;:, 1 -,q -7 z.. " .. . .. 11 -11 -P.,o"" .. ·- - Inspector's Name---------~------------ Ps1 B-900· 171 Page_1_of_ INSPECTION REPORT CLIENT L(;[l,o I..AIJD DATE 17/z..c,-97 Architect __________________ _ Engineer _____________ ~------'----~- INSPECTION MAT'LSAMPLING QTY _OSHPD >< Concrete Cylinders _::j_ _OSA __ Cement -- ___¼_ Specialty ___ Mortar Samples --__ Mechanical __ Grout Samples ·-- __ Electrical __ Masonry Prisms __ Roofing __ Masonry Block -- X Concrete __ Fireproofing --__ Masonry __ Units (block o(brick) -- __ struct Steel _._ Asphalt Concrete __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ tendon (PT Strands) __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS ?D A CtA&-1";;; '-OT 5 rr~ t;[7Y c-Tr-I PROJECT(Name) ho"7,0 lct,vu (Address) &, t?Lsi3,;D & . REPORT NO. ,-=r7:...::cJ..:.Cf_· 7,...;'-::..,'2::..:.o:::...·..::t.'---------- Building Permit No. _...,_9-'7._-___;_i _t./_6=-----=0-------~- Plan File No. _______________ _ Govt. Contract No.------"----------- CSA or OSHPD #-------------- Other ____________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST ___ Rinf:: Rebar :>< Plan & Specs __ Rini.: W.W.F. __ Clearances __ Rinf.: Tendons _ Positions k. Cone.: Mix #/psi @·I. -3 2. So _Sizes ___ Cone.: Mix #/psi. _Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi . _ Consolidation _. _ Mortar: Type/psi _ Mortar Batching __ · Units: Block _ Electrode Storage __ Units, Brick _. _ Torque Applied __ Steel __ H.S. 'Bolts __ Metal Qec:king ___ Electrodes __ Fireproofing __ Other _ Corrective action required __ _ Corrections completed Sl-1 d /.V <; ;:::, ,, C...Ytnt-(5,.~ .7 . CERTIFICATION OF COMPLIANCE: To ttie best ·of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE _.,..::.-.......,;.;._--e".p,_.,..,.....-e,,..-=.-;.....:,--._--- PSI-B-900-110(2) -CERT. NO. _______________ _ DAT~~-...,...~1~2~-~"2.=-~=----C~(),,.___.:._ _________ _ · i ·1 Environmental QSI Geotechn~cal Page_1_of_ . Construction Consulting • Engineering • Testing INSPECTION REPORT CLIENT_~--------N!-J?,_iJ _5£o __ J_. _ DATE_Jx_;./rH...:.-.;....;..U/rf--"-?Jf_,___5_r!1._-_~_f PROJECT (Name) /,E60(A;./I} - (Address) / tBiO /)/!, (!;ftl,/..i,11) I CA. Architect~!-fo~_k __ J_TLl_'0_/0=--_E_· ---------'--- Engineer MJr£t7 I-{ ¢ Du;.;~ ' REPORT No.--'--_v=-=-5...;..'7_--_i_o_zo_z_---_/_-/)_/.. BuilEling Permit No ....... _ _::::;1··:22::::::/:B, -~5~1 ~·{~----- Plan File No, _______________ _ Govt. Contract No.---'-------------- OSA orOSHPD #------------- Contractor. BGP!Mi>J B/!4) I Ale. _ Other _________ -'------'-------- INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST _QSHPD /concrete Cylinders ___ ·Rinf.: Rebar -..k'.'.'.' Pl~n & Specs _OSA __ Cement ---__;_,_, Rinf.: W.W.F. _ Clearances _specialty _ Mortar Samples ---_ Rinf.: Tendons -. , _ Positions _Mechanical _ Grout Sa_mples Y""conc.: Mix#/psi &4-3/<fa7(:'/f/ _Sizes _ Electrical _ Masonry Prisms _ Cone.: Mix #/psi _Laps _Roofing __ Masonry Block ----__ Cone.: Mix #/psi _ Future Continuity #/psi i~Oncrete _ Fireproofing _. _ Grout: Mix #/psi _ Consolidation _ Units (block or brick) _ Mortar: Type/psi _ Mortar Batching _Masonry -- _ struct Steel _-_ Asphalt Concrete ---_ Units: Block _ Electrode Storage _Prestress Cone _Roofing --_ Units: Brick _ Torque Applied _ Pile Driving _ Reinf. Steel --_Steel _ Fireproofing _Steel ---_H.S. Bolts _waterproofing _H.S.Bolts --__ Metal Decking _ Non-Destructive _Tendon (PT Strands) --___ Electrodes _ Soils Technician _Other --__ Fireproofing _ Batch Plant _ Other -----Other _ Corrective action required __ _ Bolt Pull-Out _Other ---_ Corrections completed REMARKS f//0HOl(Y 01-05-98 MA-r"1r. BU)~: 71 ;__ ;L/Z,0 ;,£?</. y4,ep : C/7-/45'" -5f>tC!At-INJffi,C[l0lf fR.01/1!}£/J 04 fllrUi::,r,t 6Hi -Or lo1-1ct;bl;, NIX. #h4~ fi/: 4mo fJJ ? -,:oe et}r{ (,f!£,fE TVl'l'/AJ<; Oc/£1!. ME?7fr., i)&a.::,/N9 A-r e{GUA-H/AE u;_,u;;,, A-, MklH1f:l.!MC£ IJU/uJIIJ9 [!JdL .Cf)/\/t~. /MCWOJAJG /2.QOM-k[ swrn-ww - . --I Cf)f!J{ f£... OF-~UIU)}~l6). IO-rAL 'OF 7(p . Q:lf2J S(H'/i'UVO JJY /1/¾J'(Jt-/ i Ju;At./ e I WO 5£13 OP 4 MN~ GtUNtJU!-J tlfAfJE. FO~ Cf}t,f /7 /3£JJ/ 0 L/ '(l;-_J_ r. tl/J4=-&/U -Jp~CL.4-{, .ft<Jv1ow . Orf ( Ar J£U)HP f IJ.SP!tf1({)1--/ Pt.A-C£tif €-#T or:-{'fa(} J (L-Fr OF- SUljjct. "tM-1> UJ¼L (Fr2-0M ~USF_ /JU I UJI /J~ 77) Fr!ZST CJ)u;MtJ Or UTlCIT( /7AV J' -,, . 0,-/t. Jff Of-D Mot:rltC SAr-A.fi.£J NMe . M.01-TJire. t(f~ s -(-V]()/qe, fE,,e f'cMS". CERTIFICATION OF COMPLIANCE: To the best of our-knowledge, all of-the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME ~J /2. bMIJtz CERT.NO. -CM11CUJr fJ>L INSPECTOR SIGNATURE ~ DAT~. 1-s-71 ' - PSI-B-900-170(2) I I I Professional Service Industries, Inc. American E;ngineering Division INSPECTION Rl:PORT Page_l of_l_ " Project Name (per plans) _-,l::..i.t5Z;?~~o~C.""'<"~q,u~D~------------'----~------------ Inspection Date PSI 8-900-171 J fl..) l/ ,, ? VG -i-00. Page_1_of ...z.. INSPEC110N REPORT CLIENT Laun LA-,vb DATE i-6,,--9 s$ Architect _____________ --"----~-- Engineer ___________ __,,__ _____ _ INSPECTION MAT'LSAMPLING QTY _OSHPD Xconcrete Cylinders _1[_ __ OSA __ Cement ---- ..k Specialty ___ Mortar Samples -- __ Mechanical-__ Grout Samples -- __ Electrical __ Masonry Prisms -- __ Roofing __ Masonry Block -- ..kconcrete __ Fireproofing --__ Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone ___ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing _._Steel __ Waterproofing __ H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician ___ Other -- __ Batch Plant __ Other __ Bolt Pull-Out __ Other -- REMARKS 5-T"bJ2...n'1 D<-1-&1,J Te.. c.,·2,i.-s~ cno~ <!& ,,..,,, P. '-· ci'TZ-rt;;, PROJECT (Name) LBt.20 L.&11,,· b (Address) (!Ap(.,si3AD (!,,,I, REPORT NO. o5'l· Z02,C17..,.-= 17& Building Permit No. -L~.:C,.,,14,:;..·'------------ Pl~n File No·---~------------ Govt. Contract No. ______________ _ OSA or OSHPD#-------------- Other __________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar X Plan & Specs ___ Rinf.: W.W.F. _ Clearances __ Rinf.: Tendons _. _ Positions 1Conc.: Mix #/psi32-YoS,f·~-;2.-sc ___ Sizes >< Cone.: Mix #/psi~~,.. 2000 _Laps ! ___ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi Consolidation ___ Mortar: Type/psi _ Mortar Batching __ Unit~: Block _ Electrode Storage __ Units: Brick _ Torque Applied _·_steel ___ H.S. Bolts __ Metal Decking __ Electrodes __ Fireproofing. ·. __ Other _ Corrective action required __ _ Corrections completed i>t..ri: C k'.n? t:o&T ah f? t:·"7 /V{H'2&<'. i A..I h :S:"rw&:< z4:T -Tl-1<1-:-TYP(;'[ -a eua& ;.vL,<f!T LJµtS': _e, $:Cl4T1Qtt.1:# 32:t: 2 y. 't 0 ?:A7Ne-:o k , lt,,0 .:. 't::c,"'?; l.c:. L, , 4$ e-H:_b"?. /L <-"' l.> ;:'°OJL; PR-a i?0'11?-t,;f;.z4f?. :s / 2 ,.r) G,B-&oe: J L 4:~ -$ P,,.1 C-cir§ ;/ C-U;.J79@ A t'-'< 4~ d Cc. Q ~ t:>J,vl~ TV TH<:. ">ll'll1/l)i4g D ffeA-4u1 &(;;."£. $fr v-z. t • t:>-1{ d "i::>-t-Z. Co11,..1Tll--t9< 1:t"ts7-#: 32,3 €!>-Si I -rtf 6 T.>, d(-<:-:i::> <LQ1vc ?t;;,':"1'1£' ·n:, \>C A-r :B <1-MP:i'?,JNl.:£CT: I~2~ ~ i.,,l,IVJ;;"" ~ :S ..--,,q.rz. ~--A.I-# 32:::t'"2..4.'-/Q A&'l-:2 77-le -Cd'/. It-/ T" CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work. unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report cove.rs the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAMF °]2.n-z.. t.:n'-? Y'2Il17t:sce:1 -CERT. NO. "'"~ -J-b-"i g INSPECTOR SIGNATUR;;:;z_ j.;f>,~ DATE PSl-8-900-170(2) ~ ~., ,~ Professional Service lndustrie$, Inc. American. Engineering Division INSPECTION REPORT Project Name (per plans) LGT..e-o L..A iui> Inspection Date "')° ,--,.,., ,,, . ..vi . Ud_,4 I A.J. ·, -1.., -· <i ~ -/'i.ri If .. -.~ -r-~ i·~ JtJ • LI t" I ./4#4 -<--' n, ~ ~ L-J IV 7-1 /· ,...:; T"l4 HOIVli ':?.C:.-i~S. L C l"Jv~ s ;::;-r-,,.., <;-(-'.,-l<'!Jt L n.._ (y\ (!f)tvc ~ b'tt.'-. "r.,.A.,, P (.1..1~~s, v ( '? 1'°\tL.G"')L) r .• 77·4 n~r .c:;. ;:> l~7_. i ~-v7 c-, ')v <... l.,J -~'Y2....(g-11.,(,4.e:.,,, 'Dita_, .... t~ . '-' L-A, ( M~ t-'°'Y\.J·, . ,.i -=;. • ·--1> -'-I, a .. r.J -,-,.s-vvi t.:> < -l4 ,. l.,5 . /" -7 ("J ,0 "' . -r~ \ /) ~ "\ ,{,)( / Inspector's Name 1./ / ,, . I -I PSI B-900-171 r,;:;:;;;;;J ·~ Professional Service Industries, Inc. American Engineering Division INSPECTION REPORT Page_Lof_l _ Project Name (per plans) Lt.rr.,,. n LA fl/J':;> ?emMIT~ 97 -IL/faO Inspection Date Inspector's Name_..,7""'-::,,_..,.....,,,..c,..+--+---+-__._-.;:-:-:,,,_._~---'--"""-~-- PS1 B-900-171 lilfil-• • Professional Service Industries, Inc . American Engineering Division INSPECTION REP-ORT Project Name (per plans) L G?.;o · LthV b Inspection Date PSI B-900·171 Page_l_ot _/_ -s .,-rz. -,,'-..) - Professional Service Industries, Inc. American Engineering Division 'INSPl;CTION R'EPORT Page_Lof _l_ Project Name (per plans)--t~1:.~S's--'.:)--o~=L~&~1V~1'>~---....,,....---~-----~------------- Inspection Date l-1::,-c COIVl/2..· b Inspector's NameJ~~1===-:/=:.=:ilh:Z::=~:::,,,..----'------,.--- Ps1 B-900-171 .,, ,, ? 'G ., Page_1_of_ INSPECTION REPORT CLIENT /. ,e:z.an Lc{IVl> . DATE 1-S·'l~ Architect _____ --'------------- Engineer _____ ----'----------~--'---- -INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders -- _OSA . __ Cement -- >--'"Specialty __ Mortar Samples -·-- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms --__ Roofing _. _ Masonry Block --__ concrete __ Fireproofing -- __ Masonry __ Units (block or·brick) -- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -·- __ Pile Driving . __ Reinf. Steel --__ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive ___ Tendon (PT Strands) --__ Soils Technician -.-Other --__ Batch Plant __ Other -- __ Bolt Pull-Out __ Other .. REMARKS &r rtur LA? '5 e, G' <--e::s ..I &c E'?4a.& ,vc,, l-"'" s: A,v ,-:::, . fl,vi? l?-c;R,,, t C/11,;.4' PROJECT (Name) L &-Zao &bvt> (Address) Vh?L6M:h C4. REPORT NO. <2S 9 -yo z 02 --/77 Building Permit No ..... 10.__,7,-,~'-'------------- Plan File No. ________________ _ Govt. Contract No.-----'------------ OSA or OSHPD #-------------- Other_-'------------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar ~ Plan & Specs __ Rinf.: W.W.F. · _ Clearances -:-Rinf.: Tendons _ Positions __ Cone., Mix #/psi _Sizes __ Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi. _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching _._._ Units: B.lock _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel _. _ H.S. Bolts .-·-Metal Decking _. _ Electrodes __ Fireproofing . __ .Other _ Corrective action required __ _ Corrections completed OE: 4 <':'::Z&'(bOr? s.· t .fY'. (_., 12.tri &£-QM, tlV'2 5 0-f?SL A:T T½S° tt,=>r:f: 13 C-uB-1) i&L:t;rT I-/kt:r" l!... S 71-lno tv#-32tZ 'l, ';z CERTIFICATION OF COMPLIANCE: To the best of our knowleqge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. CERT. NO. _______________ _ DATE-,,-.,/~--· -'5=--+f ..... 8'-------------,-- PSI-B-900-170(2) Professional Servic.e Industries, Inc. American Engineering Division . INSPECTION REPORT Page_l_ot_l_ Project Name (per plans) __,L=a:t:?'--""""=o'-----'L"""'.A=tv:~D"---'---.,..,...---'--.,.------'-----,------------,------- Inspection Date -~ .• c· 'j;:112 ... 14 · 12..bs. Inspector's Na.me:-Jz.~:2i~C.::$-::::Z=:~~------'---- PS1 8-900-171 n..l -o'-73 0 l'Kii!;;J ,~ Professional Service Industries, Inc. American Engineering Division INSPECTION REPORT Page_l_of _L_ Project Name (per plans) ~L~BZ.~· ..... :2 .... 0~~t.~Jl!l~A/-=---ll------,------,-,.......,...--------------- Inspection Date l-'S-"78 Inspector's Name-+-----~1---1----,~=-----"'-.;;;~---'------ PSI B-900-171 .. C-£,, Professional Service Industries, Inc. American Engineering Division INSPECTION REPORt Page_LoL.L_ Project Name (per plans) ~l,.~t:rZ::,~~C .... 2__,l,~. _4: ..... IV~7=>~----,-----------,------------- Inspection Date /-7 -~- Inspector's NamE=4:;;....i;:::::::.::+~===i~~-~o;::::::---'------- PS1 8-900-171 ,D Page_1_ofL INSPECTION REPORT DATE i-S -9$ Architect _____________________ _ Engineer ________ ~---------- INSPECTION MAT'L SAMPLING QTY _OSHPD ,.--Concret!') Cylinders --__ OSA ___ Cement -- ~Specialty __ Mortar-Samples __ Mechanical __ Grout Samples -- __ Electrical __ Mason!)' 'Prisms ----__ Roofing __ Masonry Block -- __ Concrete __ Fireproofing --__ Masonry __ Units (block or brick) ---- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving ___ Reinf. Steel -- __ Fireproofing · __ Steel ' ' __ Waterproofing . __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other __ Bolt Pull-Out _ _. _Other REMARKS ,<.1.4:rz .. in ,. PROJECT (Name) L-;.,7.20 l AJYu (Address) &J,,_,~84A fA . .JZ'-~ REPORT NO. oc::.o-Ui'.20'--./ uC--- Building Permit No. _,....,.erp-'r"""'P1_,·._ _________ _ Plan File No·----'----------'-------- Govt. Contract No. ______________ _ OSA or OSHPD #--~----------- Other----~--,----'-------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar 2s:: Plan & Specs __ Rinf.: W.W.F. · _ Clearances _ Rinf.: Tendons _ Positions __ Cone.: Mix #/psi _Sizes __ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi -_ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching __ --Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied _._Steel _H.S. Bolts __ Metal Decking __ Electrodes __ Fireproofing _Other _ Corrective action required __ -' _ Corrections completed ;">1,;,e, S:04 CT a& _# 5"4+1<:, , ,; 5 TD p; et-< -S' b~ ·rz o ,v -'2 Z , (;. c; 7 4 ,v D CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. CERT. NO ..... ~,...,_--------------- PSl-8-900-170(2) Jps.•1 Professional Sea-vice Industries, Inc. American Engineering Division · Page_1_of_l_ INSPECTION REPORT Project Name (per plans) L 0:1:P o l. ,-4 tY a Inspection Date , ' Inspector's Name---,~:::....~1,:::~~~Z'.::::~:;;:::~..,...,.,..-'-------'--- Ps1 8-900-171 . . CLIENT L0cao L&-,,/C> Page_1_of ..L INSPECTION REPORT PROJECT (Name) l b'?::>o L14 tvi) (Address) C:14 ii...<....s ,?v4 D C14 DATE __ i-/-'-'-z=-o_-~?~8:.,_--'-----,--- REPORT NO. osc1-?o'?.o'L Architect _______________________ _ Building Permit No. """:#c.;__.:...'1...c.7_-~3,_,L=.C!""'s,'2:..:.'2"---'-------- Plan File No·------------------- Govt. Contract No.---,------------------- OSA or OSHPD #---------------- Other 51.,lfa ".3··rw170A..)d/-9 .,< _,,o Engineer----------------~-- INSPECTION MAT'L SAMPLING. QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST __ OSHPD ~ Concrete Cylinders t}, > Rinf.:Rebar ifll:.15 -~t..t.>Q ~ Plan & Specs _OSA __ Cement --__ Rinf.: W.W.F .. ..._ Clearances ~ Specialty __ Mortar Samples --_._ Rinf.: Tendons ><. Positions __ Mechanical ___ Grout Samples --.L_ Cone.: Mix #/psi 3 3000 ~ Sizes __ Electrical __ Masonry Prisms --· __ Cone.: Mix #/psi ..JS.. Laps __ Roofing __ Masonry Block --· __ Cone.: Mix #/psi . __ Future Continuity #/psi ~Concrete __ Fireproofing --__ Grout: Mix #/psi __ Consolidation __ Masonry __ Units (block or brick) __ Mortar: Type/psi . __ Mortar Batching __ Struct Steel --. Asphalt Concrete --__ Units:. Block __ Electrode Storage __ Prestress Cone __ Roofing --.--Units: Brick __ Torque Applied __ Pile Driving __ Reinf. Steel ---__ Steel __ Fireproofing _. _._Steel --_H.$.Bolts __ Waterproofing __ H.S. Bolts --__ Metal Decking __ Non-Destructive __ Tendon.(PT Strands) --___ . Electrodes __ Soils Technician · ___ Other __ . Fireproofing __ Batch Plant ___ Other --__ Other __ Corrective action required __ __ Bolt Pull-Out ___ Other --. __ Corrections completed REMARKS Eoa. S:::a-(2...-. n :A::R--$1::Z ,, ) C'·-fhtH> t'C J L,...A f-> . . J ov (-l'V1-A ( C '.? :<?,..,,;;)":;rFI 't 1?-1 t9 0,1 S, , # 3 M'X l tV .. >7=l t1° Of: a.a -e, , c ,a c-:::s:::G: · 5> b& C,-<;,:yy, < ?'.YV l, CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of. the work inspected only and does not constitute engineering opin- ion or project control. CERT. NQ. c:28 P;,0:1 9 J -£6 DATE-~'-l~-~"2..='-'~--c.~1~~'--------------- PSl·B-900-170(2) l' ., Environmefllal a, • G.eotechn~cal. •-~ Construction Page_1_of_ · Consulting • Engineering • Testing INSPECTION Rl:PORT DATE -i-/-21-96 Architect. __________ ----'---,------ Engineer __________________ _ INSPECTION . MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders -- __ OSA __ Cement -- ~Specialty . __ Mortar Samples ---- __ Mechanical ___ Grout ·Samples -- __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block -·-- -2::'Concrete __ Fireprqofing --__ Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel ----__ Fireproofing -__ Steel -- __ Waterproofing ___ H.S. Bolts -- __ Non-Destructive _._Tendon (PT Strands} -- __ Soils Technician ___ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other --.. REMARKS S:PCK.:1A:, FotL PROJECT (Name) L@7Q L&-Ad> (Address) ?'tt&--so&-& C'A, REPORT NO.-.:O='S'--''i___,;_2L,.Q~2.-'=0'-''L=---~~il.£~--7?..::.__ -Building Permit No .... -il=-~9-<.-7_-..,..,3"-z...,..5"""-b"""----------- Plan File No.~------,--------,------ Govt. Contract No.----------~---- OSA or OSHPD #---------,------- Other s:ua smno&1 -.if 54 C-z MATERIAL DESCRIPTION INSPECTION CHECKLIST ...:is,_ Rinf.: Rebar .tJ.(...,t_ 5. -c1.e. (eD. .:,... Plan & Specs ___ . Rinf.: w.w:F. x Clearances __ Rinf.: Tendons ~ Positions __ Cone.: Mix.#/psi .l:...Sizes ___ Cone.: Mix #/psi _?:::_Laps __ Cone.: Mix #/psi _ Future Continuity #/psi -:--·Grout: Mix #/psi _ Consolidation ___ Mortar: Type/psi . __ . Mortar Batching ___ Units: Block . _ Electrode Storage __ Units: Brick __ Torque Applied ___ Steel ___ H.$. ~olts _-_ Metal Decking ___ Electrodes __ Fireproofing __ Other _ Corrective action required __ _ Corrections completed _ z:::o T?::f-CF CERTIFICATION OF COMPLIANCE: to the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. Thi~ report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME D,m,.,l;--]? ? ;-:>~SON CERT. NO. <-2tz:B0'-?''31-Bf3 (P,Cl~arly) ~ INSPECTOR SIGNATURE yJ( I? ~ PSI-B-900-170(2) Page_1_of_ · INSPECTION REPORT CLIENT L ,-n.,,o <-4-0 -c'i> DATE '-1-'2.. "L-5 'Q Architect--------------"-----------,- Engineer-------------------,--- INSPECTION MAT'l.. SAMPLING QTY __ QSHPD ...k. Concrete Cylinders -2,_ _QSA ___ Cement -- ~Specialty __ Mortar Samples -- __ Mechanical __ Grout Sample$ -- __ Electrical ___ Masonry Prisms __ Roofing __ Masonry Block ~Concrete ____ Fireproofing --__ Masonry __ Units (block .or brick) -- __ Struct Steel ___ Asphalt Concrete -- __ Prestress Cone ___ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive _._Tendon (PT Strands) -- __ Soils Technician ___ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out ___ Other --... REMARKS T1:I (5"" '6<<1d~ Ll ( ).,. r.:,._, ,::-,. ) h c:-Ql1,,.CL PROJECT (Name) L@:b o L &""--'n (Address) ·C'...t:'\-{L( 5,n:,!:'."\~ Ct4 • REPORTNO. o~c:1-"'?oL.03,,, ·-SJ..r Building Permit No. --~~3 .... 7..,_-___..::;"""-z.,.'""'e""'-',b.,_ _______ _ Piao File No."'"'------------------- -Govt. Contract No.---------'------- OSA or OSHPD #-------------- Other "f,u. ~ SD9::D <?N ~ fi €{ (o . MATERIAL DESCRIPTiON-INSPECTION CHECKLIST ___ Rinf.: Rebar ~ Plan & Specs · __ Rinf.:. W.W.F. _ Clearances __ Ririf.: Tendons _ Positions ~ Cone.: Mix #/psi 3a''-6eo-~ooc Sizes ·--Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi _ Future-Continuity #/psi __ Grout: Mix #/psi '>-' Con~olidation ___ Mortar: Type/psi -. Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied __ Steei -.-H.S. Bolts ___ Metal Decking - ___ Electrodes __ Fireproofing ___ Other _ Corrective action required __ _ Corrections completed ~ooo T-> LA-:< r--,l'"Yy\ <.:D::,,n . "'"D 1.,A C?-: l c--1 1.,-, . CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME I>~?~ INSPECTOR SiGNAT:;kiJ ~ ~ PSl·B-900-170(2) CERT, NO. QEi1=cB '.E? I -'.6 '5 DATE t.J. -z..z..-CZ ..::.1 . . ', . : . ~ ,. . REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES-INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: March 31, 1998 REVISION #1 OUR R'EPORT NO.: 059-70202-443 FIELD DATA: LOCATION OF PLACEMENT WALLS GRID LINES 1 A TO F DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March 20, 1998 08:30 am 4 60 69 March 23, 1998 PSI\DEREK_PETERSON NELSON & SLOAN SUPPLIER DELIVERY TICKET No.rrRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOJE: AE'fl.lC.!<E!LJ:.Al>.IM.filA!:iOABD.SJ.J.NL~OTHERWJSE INPlCAil'P: SLUMP· C143-90a· AIB CONTEffi:.CID=iib· TEMPEB.AIURE· C1064-86!93l· CAPPING· COMPRESSION TEST RESULTS ASTM C39-94 NELSON & SLOAN 685816 1386 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY NUMBER 16610 16610 16610 16610 -- SPECIFICATIONS REMARKS: IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST A 7 03/27/98 B 28 04/17/98 C 28 04/17/98 D 28 -~ Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. LOAD DIAMETER (LBS.) 87000 106000 105000 Cylinders pic_ked up by PSI ~ r~presentative. (IN.) 6.00 6.00 6.00 AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK _28 .27 3080 Cone 28 .27 3750 Cone 2-8 .27 37J.0 Cone 3000 X Test results comply with applicable ·specifications. ALL CYLINDERS CAPPED Test r~ ~c§1i_ A. s -Cylinders delivered to PSI laborato~ Q f\:t(ir Var\ i V .. IN ACCORDANCE WITH }si_& 61~14. TECHNICIAN: DEREK PETERSON Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ~~nal SeNi~e/~ndustries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THI,; ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY P.ROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DAVID J. AN, RCE DISTRIC AGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES.INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 March 31, l.998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #l OUR REPORT NO.: 059-70202-442 LOCATION OF PLACEMENT FOOTINGS GRID LINES 7. 5 - F TO E DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELO DATA SUBMITTED BY MIX DATA SUBMITTED BY March 20, l.998 03:00 pm 4 72 70 March 23, 19·93 PSI\DEREK PETERSON NELSON & SLOAN SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RES UL ts ASTM C39-94 NELSON & SLOAN 522 SPECIMEN TEST TOTAl CYLINDER CYLINDER COMPRESSIVE LABORATORY NUMBER l.6611 16611 16611 16611 SPECIFICATIONS REMARKS: IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST A 7 03/27/98 B 28 04/17/98 C 28 04/17/98 D 28 -~ Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. LOAD DIAMETER (LBS.) 97000 l.05000 ; 102000 Cylinders picked up by PSI K representative. (IN.) 6.00 6.06 6.00 AREA STRENGTH (SO.IN.) (PSI) TYPE OF BREAK 28.27 3430 Cone 28.27 3710 Cone 28.27 3610 Cone 3000 X Test resulls·comply with applicable specifications. ALL CYLINDERS CAPPED Test resulls do not~ ih JI... s --Cylmders,delivered to PSI laborac A-1\ipFeOc r\ IVf IN ACCORDANCE WITH ,_ ~!7'9~. TECHNICIAN: DEREK PETERSON Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ~ss~onal Service Industries, Inc. a~~-~ THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIPNAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DAVID J. AN, ~CE{/ . DISTRIC AGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES.INC 5600 AVENibA ENCINAS SUITE 130 CARLSBAD, CA '92008 April 06, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-454 LOCATION OF PLACEMENT GARDEN UTILITY SLAB-ON-GRADE DATE Pl.ACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN I.AB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY McJ.rch 23, 1998 07:30 am 4 1/4 66 63 March 25, 1998 PSI\DAN RAMAGE NELSON & SLOAN SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE 1'19Il::.Aeel.LCAlll.la.ASIM.filAl'lOABl1;;..lllil.Ell~.QIJ:iEB1/,llll.l:.lf:lDICATED· &LUMe:Jlli.3·90a· ~IRCQNTENT· C231-~1b· TEMPERATURE· C:1064-86(93): .CAee!Nl • . COMPRESSION TEST RESULTS ASTM C39-94 . NELSON & SLOAN 686282 522 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY NUMBER 16690 16690 16690 16690 SPECIFICATIONS REMARKS: IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST A 9 04/01/98 B 28 04/20/98 C 28 04/20/9.8 D 28 X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto~ s representative. LOAD DIAMETER (LBS.) 73000 112000 -112000 Cylinders picked up by·PSI X representative. (IN.) 6.00 6 .o·o 6.00 AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2580 Cone 28.27 3960 Cone 28.27 3960 Cone 3000 X Test results comply with applicable specifications. Test results do not comply with ALL CYLINDERS CAPPED Cyl,iriders delivered to PSI laboratory.. (' ~ptaleF· ·11os.R M·S IN ACCORDANCE WITH ASTU6\JJ t"'j • TECHNICIAN: DAN RAMAGE Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD 5-::::;_•rvi~e '/2,::__ DAVID J. 1 £, RCE? THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 {4)F DISTRICT=GER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES -INC 5600 AVENIDA ENCIN~S SUITE 130 CARLSBAD, CA 92008 April 06, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-455 LOCATION OF PLA.CEMENT STREET LIGHT CAISSONS ON LEGO DRIVE NOS .1 -J.O (NORTH TO SOUTH) DATE PLA.CED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LA.B FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY March 25, 1998 12:30 pm 2 1/2 62 63 March 27, 1998 PSI\DAN RAMAGE NELSON & SLOAN SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RESIJLTS ASTMC39-94 NELSON & SLOAN 686918 1323 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD· DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN,) (PSI) TYPE OF BREAK 16668 A 7 04/01/98 81000 6.00 28.27" 2870 Cone 16668 B 28 04/22/98 90000 6.00 28.27 3180 Cone 16668 C 28 04/22/98 102000 6.00 28.27 3610 Cone 16668 D -· -- SPECIFICATIONS 28 3000 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI . X representative. Test results comply with applic.able X specifications . Cylinders made by Architect's or Contracto(s representative. ALL CYLINDERS CAPPED TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A·200-4 (4)F Respectfully submitted, ~~nal Se~lc/Z?lus&=. DAVID J AN, RC DISTRIC MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 April 09, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, -CALIFORNIA OUR REPORT NO.: 059-70202-472 LOCATION OF PLACEMENT S'IGN FOOTING #1 NORTH LOGO DRIVE DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD-DATA SUBMITTED BY MIX DATA SUBMITTED BY March 31, 1998 05:00 pm 66 Aprii 01, 1998 PSI\DAN RAMAGE PREMIXED CONCRETE SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RESVL TS ASTM C39-94 PREMIXED CONCRETE 226783 3032500 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 16689 A 7 04/07/98 16689 B 28 04/28/98 16689 C 28 04/28/98 SPECIFICATIONS 28 REMARKS: ]f_ Cylinders made by PSI represenlative. Cylinders made by Architect's or Contractor's represenlative. LOAD DIAMETER (LBS:) 83000 Cylinders picked up by PSI 1f_ representative. (IN.) 6.00 Cylinders delivered to PSI laboralory. AREA STRENGTH (SQ.IN:) (PSI) TYPE OF BREAK 28.27 2940 Cone 3000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAP·PED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE _CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, IN(:. PSI A-200-4 (4)F Respectfully submitted, -Professional Service Industries, Inc. ~Jt~ DISTRICT MANA&:;c~ Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 • n -, Environmental ·DSf Geotechn~cal •-• Construction Page_1_. of_ Consulting • Engineering • Testing INSPECTION REPORT CLIENT Lrn,.o LA,ui:> DATE ':t ·:Z.'"'1 -5 t, Architect __ __. _______ ---------~ Engineer t-:J o c,,...re;: INSPECTION MAT'LSAMPLING QTY _QSHPD __ Concrete Cylinders -- _QSA _._Cement -- 2!....Specialty __ Mortar Samples --·- __ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms -·--__ Roofing __ Masonry Block __ concrete __ Fireproofing · --__ Masonry __ ,Units (block or brick) --__ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing --__ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel __ waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands)' -- __ Soils Technician -. _Qther -- __ Batch Plant ~ Other WlfTl!'Yl..1 ~ __ Bolt Pull-Out _ ._Other --- REMARKS Tc . eo""' ,-S'1!,-U c..:o c N PROJECT (Name) l.tn=.o '-AN\). (Address) ¢4gLU.ilt"1) c.,q, .c:---:;:;u.7 REPORT NO. --=e>""'s~, .... ::z...,91-"'""""0'"""1-cc_--=:;;--"----- .Building Permit No._N..,,._,'rM'-'----'------------ . Plan File No, _______________ _ Govt. Contract No. __ .,...._ -------------- OSA or OSHPD #-------,--------- Other "?cT\<\ "-Lc\'iC MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf:: Rebar -2!:,.. Plan & Specs C,?Cp§a s __ Rinf.: W.W.F. . _ Clearances .--. Rinf.: Tendons _ Positions I .-Cone,: Mix #/psi _Sizes I .-Cone.: Mix #/psi _Laps I _ Cone.: Mix #/psi _ Future Continuity #/psi I ___ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied ___ Steel _._ H.S. Bolts __ Metal Decking _ Electrodes __ Fireproofing 2L Other vbmg~. v,1 A-713YL _ Corrective action required __ ~.JH::2&1 s.J!!l::II Q"' _ Corrections completed '$er&D c "2 :st l 4-+ o e, n;, _'.'!'>TM:n 0N # 4 ~ -4-:'.) , . 'I'd'!'. 1.., -'15:!--0 019 ,...., tfD.\ o e:, (cow:r:~ t,.1upu c.. ee:JiJ:>) - <) .. ,.vr. H, iu §2 • CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reporteQ wo~k, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections.of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME--:t2fri'7UX.. Y YOJm.s-Q Q 'Jrint Clearly) ~ INSPECTOR SIGNATURE= ::v p V:i..L~ PSI-B-900-170(2) CERT. NO. _______________ _ • . l -, Enwonmental I Geotec#Jn~cal · Page_1_of_ ~ Ci,nstruct,on Consulting • Engineering • Testing INSPECTION ·REPORT CLIENT Lt,npO LA Nl> Architect ___________ ~------ Engineer k!> 0L-Tlf: INSPECTION MAT'L SAMPLiNG QTY _OSHPD ___ Cohqrete Cylinders -- _OSA __ Cement -. '>< Specialty _._ Mortar Samples --. __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms __ Roofing __ Masonry Block -- __ Concrete __ Fireproofing --__ Masonry __ Units (block or brick) --__ Struct Steel _· _Asphalt Concrete -- __ Prestress Cone __ Roofing --· __ Pile Driving __ Rein!. Steel -- __ Fireproofing __ Steel -- __ Waterproofing _._ H.S. Bolts -- __ Non-Destructive . __ T_endon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -·-- __ Bolt Pull-Out __ Other .· -- REMARKS .m,g tl\JT A C..L.QBd>I /U~ PROJECT (Name) t.Oo L.AtSd) (Address) C4fd ft eteb CA. REPORT NO. a.~·20:z,o L Building Permit No. __ A;/4.__."'-------------- Plan File No, _______________ _ Govt. Contract No. _____________ _ OSA or OSHPD #-------------- Other 'Poneeac..cr ,,,anrn.. MATERIAL DESCRIPTION INSPECTION CHECKLIST --. Rini.: Rebar ~ Plan & Specs Q't-c.C;,$ -. _ Rirtf.: W.W.F. _ Clearances ___ --Rini.: tendons _ Positions __ Cone.: Mix #/psi _·sizes -.-__ Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi _ Future Continuity #/psi _· _ Grout: Mix #/psi _ Consolidation _. _ Mortar: Type/psi -. Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied _._Steel _. _H.S. Bolts __ Metal Decking _. _ Electrodes __ Fireproofing __ Other _ Corrective action required __ _ Corrections completed TI2 CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unle~s otherwise noted, substantially complies with approved plans, specifications and applicable sections of·the building codes. This report covers the locations of thework inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME ])~ Y V'f'"ralUaQ t,.;) CERT. NO. _______________ _ (Print Clearly) INSPECTOR SIGNATURE :I2 Jp \/>~ DATE 4-rl-'i '5 PSl-8-900-170(2) ~ •1 Environmental I Geot~chn{cal Page_1_of_ · "Construction· Consulting • Engineering •·Testing INSPECTION REPORT CLIENT l-1&0 Ld!Lb DATE Ll-'Z-S-96' PROJECT (Name) L.B"C;>o L.,., cVl'> (Address) &tc.1&:e.At> 64, REPORT NO. os c;.702.p~ Architect ____________ ---'---~-----Buildi_ng Permit No. _,.,,d/49<-LJ ____________ _ Engineer µ o<-TtS INSPECTION MAT'LSAMPLING _OSHPD __ Concrete CylincJers _OSA __ Cement _J!: Specialty __ Mortar Samples __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms __ Roofing __ Masonry Block __ Concrete _. _ Fireproofing __ Masonry __ Units {block or brick) __ Struct Steel __ . AsphaltConcrete __ Prestress Cone __ Roofing __ Pile Driving __ Reinf. Steel __ Fireproofing ___ -Steel __ Waterproofing __ HS.Bolts __ Non-Destructive __ ._Tendon (PT Strands) __ Soils Technician ____ Other __ Batch Plant _-_Other __ Bolt Pull-Out _-_Other REMARKS /,v T741t--1N(., 2.,\./ tflfS, QTY -- . - --· -- -- ---- -- -- ----- -- Plan File No, _______________ _ Govt. Contract No,-'------------------ OSA or OSHPD #---------------------- Other Porn~< Lr we1~ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar X.. Plan & Specs oU;, ~ ~ _ Rinf:: W.W.F. _ Clearances __ Rinf.: Tendons __ Positions _____ Cone.: Mix #/psi _Sizes ___ Cone,: Mix #/psi _Laps __ Cone.: 'Mix #/psi _ Future Continuity #/psi ___ ._ Grout: Mix #/psi _ Consolidation _____ Mortar: Type/psi -. Mortar Batching _-__ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel __ H.S. :Bolts ___ Meta:! Decking - ___ . Electrodes __ Fireproofing ___ Other __ Corrective action required __ __ Corrections completed of- &-Ni? CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the teported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This rep~rt covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME~ J? "Pe:n-n:t.t;.o •:;) -~)~ INSPECTOR SIGNATURF::P._._..-l ? X~ PSl-8-900-170(2) CERT. NO. ________________ _ . l ·1 Envlronnwntal as: Geotechn~cal •-a Construction Page_1_of_ Consulting • Engineering • Testing INSPECTION REPORT CLIENT klJToo kd.«P Architect ____ ,__ _______ --=--------,-........ Engineer JVQ c,..n£ INSPECTION MAT'L SAMPLING QTY __ OSHPD __ Concrete-Cylinders --- _OSA _-_Cement ---- ~Specialty __ Mortar Samples --__ Mechanical ___ Grout Samples --__ Electrical __ Masonry Prisms --__ Roofing __ Masonry.Block --__ Concrete __ Fireproofing --__ Masonry __ Units (block or brick) --__ Struct Steel ___ Asphalt Concrete _· _Prestress Cone __ Roofing --__ Pile Driving __ Reinf. Steel --__ Fireproofing __ Steel --- __ Waterproofing _-_ H.S. Bolts --- __ Non-Destructive __ __ Tendon (PT Strands) -- __ Soils Technician _-_Other -- __ Batch Plant ___ Other -- __ Bolt Pull-Out __ Other -- REMARKS 12...1:D?A: 1/Z&:P f) L 111, 1<$" ::S :Z. Wirf-I PROJECT (Name) klll20 c M ,,vl) .(Address) t!.d-u5i:::;Al> c.d, REPORTNO. c:>$9·7o:zo.~ Building .Permit No;_.._M+.~---'------------ Plan File No, ________________ _ Govt. Contract No.-----------'------ OSA or OSHPD #--------'------- Other S eJ-+.?C:n,L. 'Yl::7t4:t A. J MATERIAL-DESCRiPTION INSPECTION CHECKLIST ____ Rinf.: Rebar >< Plan & Specs __ Rinf.: W.W.F. _ Clearances ___ Rinf.: Tendons _ Positions __ Cone.: Mix #/psi _Sizes __ Coric.: Mix #/psi _Laps _-_ Cone.: Mix :{t/psi _ Future Continuity #/psi __ Grout Mix #/psi _ Consolidation _____ Mortar: Type/psi _ Mortar Batching -.-. Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel _H.S.Bolts _._ Metal Decking - __ Electrodes __ Fireproofing - ___ Otner _ Corrective action required __ _ Corrections completed Ea.c:- "b, Z> rt.JOT: _b&a f Al\,d:> tS IN CERTIFICATION OF COMPLIANCE: To the bee;t of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the-locations-of th~ work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE--1t!~.£.-1,--1;,...._~....;..=----,.- PS1-s-soo-110(2J CERT. NO. _______________ _ -I L. ·1 Environmental I Geotechn{c~I · Page_1_of_ ~ Construction Consulting • Engineering • Testing· INSPECTION REPORT CLIENT Letpc:; 1 d:zk:'.i:> DATE "/-2.6-9~ Architect-----------,--------'----- Engineer &:'Ac. T:G: . - INSPECTION MA T'L SAMPLING QTY __ OSHPD __ Concrete Cylinders -- _OSA __ Qement -- ><specialty __ Mqrtar Samples -- __ Mechanical _. _ Grout Samples -- __ Electrical __ Masonry Prisms __ Roofing _. -. Masonry BlocR -·-·-__ Concrete . ___ Fireproofing --·-· __ Masonry __ Units (block or brick) __ Struct Steel __ Asphalt Concrete --·- __ Prestress Cone _. _Roofing __ Pile Driving ___ Reinf. Steel __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician _-_Other -- __ Batch Plant ___ Other --· __ Bolt Pull-Out __ Other -- REMARKS ? ...__r3: c c-:"C> A-I: PROJECT (Name) kl:rY::,o Y4zvb (Address) Q>ftLJ s; e,;g,.,") &, , REPORT NO. 6$9, 2oi.01---53 / l Building Permit No. -4 ........ ~=------------- Plan File NO,-----'----------------'-- Govt. Contract No."". -'--'-------------------'- OSA or QSHPD #---,------------- Other 'M't?<ftC . ::sen--v1c ,:rs MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar ..k.. Plan & Specs c::>Leo <.: S _. Rinf.:W.W;F. _ Clearances __ Rinf.: Tendons _ Positions __ Cone.: Mix #/psi _Sizes -.-Cone.: Mix·#/psi _Laps . __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching _. _ Units: Block Electrode Storage ___ Units: Brick _ Torque Applied __ Steel __ -H.S. Bolts --. Metal Decking __ Electrodes _. _ Fireproofing . __ Other _ Corrective action required __ _ Corrections completed e,1so 'QP:A?,4Qt Nb .tj= Lu I 9, l~S;-o O--vYlf4-tI Ld::N Jt. l-M:5 £ 9,-i:,1x-<svt,....S::0 \...A.....:,i::)l;;NUblbQ &I\ n£\\'.l,.lf: CC:,)(. VIC L-[S \ NS)':-, <+) b')-i':> i"h~ r-:-..-..,:i. e ~ ~ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This repo_rt covers-the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATUREL:l~~~==--1.---l::!:::::::,,...L __ PSI-B-900-170(2) CERT. NO. _______________ _ l 1 •1 Envi--..tal I Geotechn{cal Page_1_of_ • Construction Consulting • Engineering •·Testing INSPECTION REPORT CLIENT UC.00 < tJN~ DATE '1--z...c,.9q, Architect----------,-------,-----,.,.....,..-- Engineer J..&LTW INSPECTION MAT"L SAMPLING OTY __ OSHPD ._. _ Concrete Cylinders -·-- _OSA __ Cement -- __ Specialty __ Mortar $amples ; __ Mechanical . __ Grout Samples -- __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block __ Concrete _._Fireproofing __ Masonry · __ . Units (block or brick) --·- __ Struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel __ Fireproofing ___ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ tendon (PT Strands) --· __ Soils Technician __ Other -- __ Batch Plant · __ o,her -- __ Bolt Pull-Out __ Other --·-. REMARKS 1-"' W/4-n-In--: ,nA ttv 42 ff:d:T PY4Lf2C PROJECT (Name) LElbQ <-11r,,ll> (Address) 69r'2::L-S ~at:, <!A , REPORT NO. os9~:z9l-:M--- Building Permit No . ....,.-2 ... 12 ... · '""" ..... :z=o'--"'_'!J_._, __________ _ Plan File No. ________________ _ Govt. Contract No;---'-------------- OSAor OSHPD #-------------- Other &f:sne: HtLl. CQM·@71..: B< .z:> htic;i'" S6~<- MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar _ Plan & Specs _._ Rinf.: W.W.F. _. Clearances __ Rinf.: Tendons _. _ Positions __ Cone.: Mix #/psi _Sizes __ Cone.: Mix #/psi _Laps _. _. Cone.: Mix #/psi _ Future Continuity #/psi _· _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _. _ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied __ Steei· -. _ H.S. Bolts __ Metal Decking . _ Electrodes __ Fireproofing __ Other .. _. Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCI;: To the best of ourknowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections.of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE--1/C..-=""""'-+-~----!~...,____,._'- Ps1-s-soo-110(2> CERT. NO. _______________ _ Page_1_of_ INSPECTION REPORT CLIENT La1.;,a lA& l> PROJECT (Name) 40k O ,,,,.,A/(> ,(Address) CA;usQdf> CA, REPORT NO. QSf~ zaz .DL Architect _______ ___,.... _____ --'-----'--~-Building Permit No. __;;iCi:.....,7!:.,..-____________ _ Contractor. 6en.&:-dzL2> s · B.,t..o rn~s - INSPECTION MAT'LSAMPLING - _OSHPD __ Concrete Cylinders _OSA '_._cement ...:i:c...Specialty -. _ Mortar Samples __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms __ Roofing __ Masonry Block _)s::::_Concrete . __ Fireproofing __ Masonry __ Units (!.?lock or brick) __ Struct Steel · __ Asphalt ·concrete __ Prestress Cone . _-_Roofing __ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel- __ Waterproofing __ H;S. Bolts __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other __ Batch Plant _ ·_Other __ Bolt Pull-Out __ . Other REMARKS 1?4-..fVS:, L-oser: Df:.$12..I :, 7:>1 ,2,.T 4 TILt1$ JI .. QTY --· --·- -·---- -.-- --- --- -- -- -- -- -- Pll;lri File No, _______________ _ Govt. Contract No.-------------- OSA orOSHPD #------------- Other t2un-,?L .. PA:RK:. L1$Ur: i?Pc..e::: BrtSclS MATERIAL DESCRIPTION INSPECTION CHECKLIST ?< Rinf.: Rebar ~bl~-~1.."2 Q. _ Plan & Specs --Rinf.: w.W.F. _ Clearances · _. _ Rinf.: Tendons _ Positions. >< Cone.: Mix #/psi ~6?Q' _Sizes __ Cone.: Mix #/psi . _Laps _._ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi -. _ Consolid~lion __ Mortar: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage -. _ Units: Brick . _ Torque Applied ___ Steel __ H.S. Bolts - · __ Metal Decking __ Electrodes _. _. Fireproofing - __ Other _ Corrective action required __ _ Corrections completed LL:r(;;. o 14-r i3 orro '1-:\ :s aG EPot1Nfo~, 42x: 8 ti oC.. 6 b"72-(VA,g.j>s TQ ·2 -n,~::c: &T Z:, Q".rt:Pl'.Y\:-S ., iS,1,-, "ln-tr.;"X-S , .. 1A-s 1Yl2n Fl 4ti? ,:s IP /2 f:,°'SOt vt:r: ,. CERTIFICATION OF COMPLIANCE·: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of'the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME '1>6')Z 67<. 2 X6?7-til-AQr,,) (Prin!Clear1y) ~ INSPECTORSIGNATUR;J:?~ p V~ PSl-8-900-170(2) Page_1_of_ INSPECTION REPORT CLIENT Lsrpu lAJVt.> DATE l/-Z..9-f 5 Architect ______ --"--'------,-----'-----,--- Engineer Not..;ft-1" Contractor. '8tm,A,,.4,z.Z>s i3Lorn6?'-6. INSPECTION MAT'LSAMPLING QTY __ OSHPD __ Concrete Cylinders -- _OSA , __ . Cement -->< Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples --__ Electrical -. _ Masonry Prisms --__ Roofing __ Masonry Block · --__ Concrete __ Fireproofing -·-- __ Masonry __ Units (block ot brick) __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing --·- __ Pile Driving : __ Reinf. Steel __ Fireproofing __ Steel -- __ Waterproofing · -. _. _ H.S. Bolts -- __ Non-Destructive ·_._Tendon (PTStrands) __ Soils Technician __ Other· ,. -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other REMARKS LA:F; Ar PROJ'ECT (Name) l...Q?oo Ld,v'I:> (Address) C;,,u..soe1,"> . ~, REPORT NO. OS'f-792,oz.. -5,s3 Building Permit No . .=;.:;,.:A _____________ _ Plan File No.__, __________________ _ Govt. Contract No.-------------- OSA or OSHPD #------------- Other R:rn'.?>4--6: C.U':3 TT£& ;n;rs,p 1::-! b MATERIAL.DESCRIPTION INSPECTION CHECKLIST __ Rink Rebar 2S'.:-Plan & Specs 02. <.:b $ --, Rinf.: W.W.F. _ Clearances _. _,Rinf.: Tendons _ Positions _. _ Cone.: Mix #/psi _Sizes __ Cone.: Mix #/psi _Laps -, -• Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _. Consolid.ation -.-. _ Morta:r: Type/psi -. Mortar Batching __ .. Units: Block _ Electrode Storage --. Units: Brick _ Torque Applied _._._Steel - _H.S.Bolts _ .. -Metal Decking - __ Electrodes -. _ Fireproofing -. 2L Other lo.ll:1 T"t5">'\.-_ Corrective action required __ --P.,Q'"' I, ' H'l"DW :n,-=.z:c _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our·knowledge, all ~f the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME °DE;N,.c-:1L X ~i,;> · CERT. NO ..... -~---------------·-=4 INSPECTOR SIGNATURf°'J2 •• JJ? ?~ PSI-B-900· 170(2) ~ I •1 Envkomnenfa/ a, I Geotechn{cal •-• Construction Page_1_of_ Consulting • Engineering • Testing INSPECTION REPORT ~e, \.~~J CUEN i\:,(;J ... ~ d> ~cu{Jl:~f#-~ oATE " ... 0 s::'7 e Architect------------,--~----~-- Engineer _________ '------,------- Contractor. _____ -'---"---,------------'----- - INSPECTION MAT'LSAMPLING QTY _OSHPD -2L Concrete Cylinders ~ _QSA __ Cement -- __ Specialty __ Mortar Samples --__ Mechanical . ___ Grout Samples __ Electrical · __ Masonry Prisms __ Roofing i __ Masonry· Block . . . ...h.. Concrete __ Fireproofing --__ Masonry . __ Units (block or brick) --__ Struct Steel __ Asphait Concrete -- __ Prestress Cone ___ Roofing -- __ Pile Driving __ Reihf. Steel --- __ fireproofing · __ .Steel -- __ Waterproofing __ H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) --·- __ Soils Technician __ Other -- __ Batch Plant __ Other __ Bolt Pull-Out · · __ Other ---- REMARKS PROJECT (Nameµc,c:iLA....J 1\....c""'-4: i ~Lil (Address) CM.Ls b:,;d 1 G-,. . RE;PORT NO. os:G-j bgJ)J!b. -~ 8 Building Permit No. __ -'-------~----- Plan File NO,-,------,------------- Govt. Contract No.---,-------------- OSA orOSHPD #---'------------ Other-----'--'----------------- . MATERIAL DESCRIPTION iNSPECTION CHECKLIST _ Rinf.: Rebar _ Plan & Specs ____ Rinf.: W.W.F. _ Clearances ·_ Rinf.: Tendons _-Positions . )I. -Cone.: Mix #lfNi-$ 5 c,l L, -Sizes ~ Cone;: Mid/psi :!)~S: Q _Laps- _ Cone.: Mix #/psi _ Future· Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block· _ Electrode Storage _ Units: Brick _ Torque Applied _Steel __ H.S. Bolts _ Metal Decking _ Electrodes __ Fireproofing _Other _ Corrective action required __ _ Corrections completed ~1'N~'--{$d £.oN¢,Q..i::.~C<. ~L-r,.~"5-\.v-(;R~' ~\J<,-~~, ... ~-. G,'-'\.~ 5r~T,e:-.., ,vi)~ .S~d(; . ~ . .,,,. ~ . ~ ~~ '.)..O':) ~ ~ ~:s--. '<)..o 1' \ sL~c;Je; 1::,.-,4;:,t-½"f ::r~iL57~--Q._!h-l~~~ G,x." '-A.) ~ru !C"':t-S"'-· ?t;:..b~k.T~~~~ ~-\>Jon.-~ ~;J4: e~ ~~~tt.,. m~~ 0'1»~ 4b\° o~ :fo'"'a.... L \ flCs. . ~ ~t, D • 0 t:. \J ~ oora.~. ~ 'V,.G,~ L-fol 7 ::r:,u..R -.1. 0°8e9 J .SL ... ....,_f>. ~--J Ct:>t-1C.., :748.. ~'?:: (.,. t • \\~'{LP 40 .C.""-"!J.-> V\.----Q...~. el~ud- CERTIFICATION OF COMPLIANCE: To the best of Ol!r knowledge, all of the reported wo(k, unless otheiwise noted, substantially complies with approved plans, specifications and applicable sections of the ·building codes. This report cov~rs the locations of the work inspecteq only and does not constitute engineering opin- ion or project control. INSPECTOR NAME QcL~NJ f'. 'i½,o~ ~,z... .. CERT. NO. ________________ _ (Print Clearly) INSPECTOR SIGNATURF~:\1 --~ PSl·B-900-170(2) L, · ·1 Environmental I Geotechn~cal Page_1_of_ ~ Construction Consulting • Engineering • Testing INSPECTION REPORT CLIENT La-,o l.4tY b DATE S:-L./ -9 «3 Architect _________ --'---....,...a._.__ ______ '---_ Engineer 1Vo t-p;r: Contractor. :&rn" •44.J::>s INSPECTION MAT'L SAMPLING QTY _OSHPD _-_Concrete Cylinders -- __ OSA __ Cement ---~ Specialty __ Mortar Samples __ Mechanical _____ Grout Samples --__ Electrical __ Masonry Prisms --__ Roofing · ____ Masonry Block --__ Concrete __ Fireproofing --__ Masonry -.-Units (block or brick) --__ struct Steel ___ Asphalt Concrete --__ Prestress Cone _. __ Roofing --__ Pile Driving __ Reinf. Steel --__ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive ·---.Tendon (PT.Strands) -- __ Soils Technician __ Other --__ Batch Plant , __ Other __ Bolt Pull-Out __ Other -- REMARKS TU:Sne-1<.2 < LK-D Pl>/ -0 ZJ.a b S PROJECT (Name) urr,.,o l. '1NI'> (Address) C#tLJ s.a ti i::> C!.64. ' . REPORT NO. osj · 7ct 02 -5'::>o/ ~/f Building Permit No._/Ll"""''H=------------ Plan File No, __________________ _ Govt. Contract No. ______________ _ OSA or OSHPD#------------- Other 6;,ryt Be r;: W"r:=ro::rJ. MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar ")<"' Plan & Specs !2H.bS _ Rinf.: W.W.F. _ Clearances __ Rinf.: Tendons _ Positions _ Cone.: Mix #/psi _Sizes __ Cone.: Mix #/psi _Laps ___ Cone.: Mix #ipsi _ Future Continuity #/psi · ___ Grout: Mix #/psi _ Consolidation -.-Mortar: Type/psi _. Mortar Batching ___ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel ___ H.S. Bolts ____ Metal ,Decking __ Electrodes - __ Fireproofing 1<. Other t!.. /ii.p12t t/E.. ___ Corrective action required __ ~AJ~, _ Corrections completed 13 Y t'N ,IF< TZ OA,,1 a? f:i'.'77H?R'. S ecrt 1E I c..A "n c,;,1> CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reporteQ work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This·reportcovers the locations·of the work.inspected only and does not constitute ~ngineering opin- ion or project control. INSPECTOR NAME= DAZY:w<--?> i?cn:r-ro Sr 0 » J · A ~I Clearly) h INSPECTOR SIGNATUREV_J\ r ;::v.., ~ CERT.NO. ________________ _ DATE ~-'-1-j S _ti ··, ~ ... ;,_• PSI-B-900-170(2)