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1 LEGOLAND DR; CASTLE HILL; CB981940; Permit
BU IL DI NG P E R M 4-T Suite:·· Permit NO} CB981940- Project No~ A9704324 -Development N·o: INS~-----.. Dt-:: ~.[·ff· ft : C~E:ARANCE . r , · -CITY OF CARLSBAD 2075 Las" Palinas Dr._, Carlsba9, CA 92009 ((>19) 438-1161 · .to .tOOO 8'?\~.t\\"O OS1'< Ti'iij·1 ... :J I - ___________ , -· !:f·o··A·A6 A3JO t . ... , 1,at hrM:•~~~ "-------.~ .;;.1 vt n . ~~"'"""'""·--- : '! PLEASE NOTE: THERE ARE MULTIPLE PE·RMITS FOR THE ORIGINAL LEGO PROJECT PLEASE USE ·CB972027 OR CB971460 OR CB971465 AS THE PLAN CHECK NUMBER WHEN SEARCHING IN HPRM Foe. -rl'tt$ pne)tc:t $le C6 ctt, Pltf 11,&+ ~ C!A 'Mt. 915', FOR OFFICE USE ONLY PERMIT APPLICATION PLAN CHECK NO. 'f 8 l CfLf 0 EST. VAL _________ _ CITY OF CARLSBAD Bl,JILDING DEPARTMENT 2075 Las Pal mas Dr., Carlsbad CA 92009 (760) 438-1161 - Plan Ck. Deposit ----~h--- Validated BY--,-+--+-~~-- ·Date ___ -f::""'"+H+T-if'---- PROjECT·INFORMATION 'I) Legal Description Lot No. Subdivision 'Name/Number Unit No. Phise No. Total # of units Proposed Use # of Bedrooms # of Bathrooms Neme ~::·.APPLICANT.:·· Ot:ontraotor JOl:h:\ m.u1.:z.., I Name 4.-. '·PROPERTY OWNER Name Address City State/Zip Telephone# s. ,~ ··CONTRACTOR --coMPANY NAME·"-··:::··~,..~!''_·~--.:~: ~:·:_r_.~. ~~~~:-::.,, ~.: -1::z~~;f7~:~~:~.-·-..~·~~~~£~==~~:?;~t:S!~~f;;T,-~t22~~ ,·::f :~;::?~;,.. .. r'!~·-'·; , .. , ··r :·~, -~ (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to co.nstruct, alter, improve, demolish or repeir eny structure, prior to Its issuance, also requires the epplicant tor such permit to file II signed statement-that hi! Is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions_-Code) or that he is exempt therefrom, and the basis for ttie elleged exemption. Any violation of Section 7031.5-by any applicant for a-permit subjects the applicant to a.clvil ~enalty of not more than five hundred dollars ($500)). Name Address City State/Zip Telephone# State ·License # __ ...;..._--,-___ ____ Licanse Class __________ _ City Business license# _______ _ Designer Name Address City State/Zip Telephone State License # ________ _ '6. WORKERS· COMPENSATIO~ ;.,.. -· · .... ,_ ... ·' .. •: .·r,~::. --~~··.·_R":·-.·r,~:·:· ·:~. R ~.; ~ R .u ·:i ·:~~~=:~;~~:;r.'"":":.i~1?:::1~;;r:·~~y:-;,_:t;"r;J~$~/t~r·~· :.;.:,.r,~::~:.:.R ~:: R-R~ ::· R -. Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following-declarations: 0 I have and will maintain a certificate of consent to 11lf-lnsure0for workers' compensation as-provided by Section 3700 of the Labor. Code, for the performanca of the work for which this permit is issued. 0 I have and will maintain workers' compensation, ·~ required by Section 3700 of the Labor Code, for the performanc.e of the work for which this permit is issued. My worker;s compensation insurance carrier and policy number are: Insurance Company . Policy No.______________ Expiration-Date. _______ _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR. ONE HUNDRED D0Ll:AR$ ($1001 OR LESS) O CERTIFICATE Of: EXEMPTION: I-certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers1 .Compensation. Laws of California. WARNING: Fellure to eecure worker•' compenaatlon coverage I• unlawful, and shall subject an employer to criminal peneltlea end civil fines up to one hundred thousand dollars ($100,000), In addition to the cost of coinpanutlon, damagn u provided for In Section 3708 of the labor code, Interest and attomey'a fH1. SIGNATURE ( ,DATE . ----------'. 7; ' OWNER-BUILDER DECLARATIO,. -· :,--· . -··:' "'/-' .' J:-"-:--, , ....... _ · ·.-:·::·~,·,;;~7:,·~_:e-:'·'::· .r ': -? ~~f'.';'.;·'·i:f_-'..:\,'~'.Iiff:t?:f?F:/·'.,'~~11•ff.'.'':iW:':~\!.i•r,,,,:,'.~'.~.''11.~·i::::f".:":_ .. ,;::t:r; I hereby affirm that I am exempt from the Contractor's License Law for the follQwing reason: · 0 I, as owner of the property or my employ~es with wages as their sole comptinsation, will do the work and the structure Is not intended or offered for sale . (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an qwner of property-who builds or lmprovtis thereon, and who does such work himself or through his own employees, provided that such improvements are not inttinded cir offered for sale, If, however, the building or Improvement is sold within one year of completion, the owner-builder will-have the burden of proving that he d!d not-build-or Improve. for the purpo111 of 11le). _ Jf!:..ChF.'PJ!iG:..C1231:93 I SPE LABORATORY 1' IDENTIF NUMBER ORS C;MEN II TEST I !CATION AGE ET NO. . (DAYS) ·---i 18085 A i 7 18085 B I 7 18085 C 28 18085 D 28 18085 E l COMPRESSION TEST RES UL TS ASTM C39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) . 10/29/98 66000 6 .00 10/29/98 64000 6.00 11/19/98 11/19/98 CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) 28.27 2330 · 28 .27 2260 PALOMAR TRANSIT MIX 864478 303006 TYPE OF BREAK Cone Cone I ----~-A----- 1 SPECIFICATIONS I I -------28 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 wilh 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 DISTRICT MAN~ Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 t · l"' ~•, 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 PRO,JECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: October 22, 1998 OUR REPORT NO.: 059-70202-988 FIELD DATA: LOCATION OF PLACEMENT OUTSIDE COASTER CAISSON #26B PERMIT# 98-1940 DATE PLACED TIME October 22, 1998 02:05 pm SUPPLIER PALOMAR TRANSIT MIX DELIVERY TICKET NO./TRUCK NO. 8 6 4 5 2 0 SLUMP, IN. 4 AIR CONTENT, % AIR TEMPERATURE, °F 70 CONCRETE TEMPERATURE, °F 77 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY October 23, 1998 PSI\DAN RAMAGE PALOMAR TRANSIT MIX MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE . . 303006 NOTE: A~e:icAB~':_A_S:rM.:~T~_N_D~RDS.U~LESS.P.J.l:IERWli>EJNQICAIED.:...SkU.MP..:..C.l4H0~; Al!LCQ!i'[ENI;_cm.:ilb;.IEMeEBAJ\lBE;_C.1.Q§B.l;(~]J;_CAEE,INll;_CJ.2.3.1&3 COMPRESSION TEST RES UL TS LABORATOR NUMBER 18086 18086 18086 18086 18086 y I SPECIMEN j IDENTIFICATION I ORSETNO. I A B C ! D E ! I i I I ! TEST AGE (DAYS) 7 7 28 28 I ··-'-----------·t-.. : SPECIFICATION I .. --·---s ________ J 28 DATE OF TEST 10/29/98 10/29/98 11/19/98 11/19/98 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. ASTM C39-94 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 57000 6.00 55000 6.00 Cylinders picked up by PSI X_ representative. · Cylinders delivered to PSI laboratory. - CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK --~- 28.27 2020 Cone 28.27 1950 Cone 3000 Test results comply wilh applicable specificalions. Test results do not comply w1lh applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C61 7-·94. NOTE: 7-DAY BREAK BELOW 70%' SPECIFICATION REQUIREMENT. TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CIT¥ OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CCJNCRETE 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. DISTRICT 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: · l""' ~ iiJ Iriformation ~-'• ®To Build On Engineering • Consulting • Testing · REPORT OF CONCRETE COMPRESSION TEST MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 September 17, 1998 PROjECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #3 OUR REPORT NO.: 059-70202-893 ··===============::::::::===========;================ FIELD DATA: LOCATION OF PLACEMENT OUTSIDE ROLLER COASTER CAIS$0NS #49, 50, &: 51 DATE PLACED September 0·7 / 1998 SUPPLIER TIME 04:00 pm DELIVERY TICKET NO.rrRUCK NO. SLUMP, IN. 5 MIX NUMBER AND PROPORTIONS AIR CONTENT, % CEMENT AIR TEMPERATURE, °F ·92 WATER CONCRETE TEMPERATURE, °F 89 FINE AGGREGATE DATE RECEIVED IN LAB September 09, 1998 COARSE AGGREGATE FIELD DATA SUBMITTED BY PSI\DAN RAMAGE ADMIXTURE MIX DATA SUBMITTED BY NELSON & SLOAN NOTE: Ael:LICABLE AS.IM.S.IAl!lQABR.S~UNI.ES.ll OJJ:IIIB.Wl.Slill!Cl.LGAifQ:..~j_4.3&Q.a; Alfl.,@Nl'.Efil.:..C2.:U:IU.l!:.IEMeJIBAilE: C1064-86(~3); CAPPING· C1231:9.3 SPECIMEN TEST ATORY IDENTIFICATION AGE DATE OF COMPRESSION T!=ST RES UL TS ASTM C39-94 TOTAL CYUNDER LOAD DIAMETER CYLINDER COMPRESSIVE AREA STRENGTH NELSON & SLOAN 852815 303006 LABOR NUMB ER OR SET NO. (DAYS) TEST (LBS.) (IN.) ·· (SQ.IN.) (PSI) TYPE OF BREAK i .. 1777 1777 1777 1777 0 0 0 0 - i SPECIFIC ATIONS A B C I D i I l 7 09/14/98 29 10/06/98 29 10/06/98 60 11/06/98 / I 28 i ----· ------ REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or . Contractots repre~entative. 39000 64.000 67000 95000 Cylinders picked up by PSI X representative. 6.00 6.00 6.00 6.00 Cylinders delivered to PSI laboratory. 28.27 1380 Cone 28.27 2260 Cone 28.27 2370 Cone 28.27 3360 Cone 3000 .. Test results comply with applicable -~ specifications. Test results do not comply with applicable spacifications. 60-DAY BREAK MEETS 28-DAY SPECIFICATION REQUIREMENT CONFO TECHNICIAN: DAN RAMAGE Respectfully submitted, M~. ,D,c 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. i:4~;~,lnc. DISTRICT ~~E 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 l ~ .. Gii/lnformation ~.:,,• ®To Build On Page_1_of_/ Engineering • Consulting • Testing INSPECTION REPORT CLIENT LG"G-o(AAl.t> DATE 011/ot.t/ 29 Architect fl{)/(_ Engineer fi1 IV) Contractor~L'.J b/4~/~ INSPECTION __ OSHPD _ OSA _Specialty _Mechanical _ Electrical _Roofing t..._ _ concrete -~-:> _Masonry AStructStee~· _ Prestress Co. ~ _Pile Driving 'l \ _ Fireproofing ··,,~1 _Waterproofing _ Non-Destructive '\2 _$oils Technician _ Batch Plant _ Bolt Pull-Out REMARKS 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 PROJECT (Name) L£-Got,A-/lll) (Address) _________ _ C,,g-,e?<AA):,) C;,4-, REPORT NO. 059 -70 ZO "L __, Building Permit No. qo:-l °i,ttO /06,S- Plan File No.___, ______________ _ Govt. Contract No.-'----------------- OSAor 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 ___ --'----- -· __ Coric.: Mix #/psi _______ Future Continuity #/psi._ __ __ __ Grout: Mix #/psi ______ Consolidation _____ _ ___ . _ Mortar: Type/psi _ Mortar Batchinnl:1-'-. ___ _ ____ Units: Block X Electrode Storage ___ _ __ . _. Units: Brick _ Torque Applied ____ _ ...X Steel 11 Goe - ____ H.S. Bolts. ______ _ _. ___ . Metal Decking . . . ..2L Electrodes A5, I /E1101 a ____ Fireproofing _____ _ _. ___ Other __ ~-----_ Corrective action required __ _ ___________ Corrections.completed __ _ WGZ:D1A/G: tf)JZ Asro 7D&-~ 70 Ape-&. k?1A/3 ie1t.., £>c7'11-lt-3 oAJ ..S 22() , tsuALLy .J:ii~-'t::l Coo/lG'1?ffP We-o~ JJ--C &,biM-litA 75-~' ·E-C:Z1 73-CJ) c-z c~ e-i E,. 1; l:!'""-~J tft../b 13"-=-i a /J-1.,LJ w~'-i>...S ~D t?J6r;;-r W:svAt., ACCcjRT?P'ICc . CA,1-elltA w: 1/w..£ DJ~ I • .&iL ll/<0tS Zvy?t:-Yl:::--:i:J m,4/V0-fJ 1,v1T,1/ )lc-(.,uJ?J &tl4/L0Z" 1?0/1,4/,A./Jgz_ cJP. J,,/0,-05 4ryR~ 7Dl>,*( 7'b ~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 SIGNATURE..tL.~~::e.i:;;~~1.:::::::_,::;ZJ<'.:!::..::.::'.::=::'. PSl-8-900-170(2) :CC/3 o <./ <I 71-3 / 61) s-t~ CERT. No.AW.5 cwr C£5o9:o,s::Yt DATE ~/ /c, dr: 1 , .,. · l •"' .i;'iJ 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: September 17, 1998 REVISION #4 OUR REPORT NO.: 059-70202-891 FIELD DATA: LOCATION OF PLACEMENT OUTSIDE ROLLER COASTER ·RETAINING WALL PILASTER F-81 DATE PLACED September 07, 1998 SUPPLIER TIME 06:30 pm DELIVERY TICKET NO.TrRUCK NO. SLUMP, IN. 5 1/2 MIX NUMBER AND PROPORTIONS . AIR CONTENT, % CEMENT AIR TEMPERATURE, °F 80 WATER CONCRETE TEMPERATURE, °F 90 FINE AGGREGATE DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY I SPECIMEN RATORY September 09, 1998 COARSE AG~REGATE PSI\DAN RAMAGE ADMIXTURE NELSON & SLOAN TEST AGE DATE OF COMPRESSION TEST RES UL TS ASTM C39-94 TOTAL CYLINDER LOAD c;>IAMETER CYLINDER AREA COMPRESSIVE STRENGTH PALOMAR 852820 303006 READY MIX LABO NUM BER I IDENTIFICATION OR SET NO (DAYS) TEST (LBS.) (IN.) (SQ .. IN.) (PSI) TYPE OF BREAK . --· ··-- 177 177 177 177 68 68 68 68 --· SPECIF !CATIONS REMARKS: ! ! 09/14/98 I A I 7 B 29 10/06/98 C 29 10/06/98 I D I 60 11/06/98 I I I i I I I --- 28 ~ Cylinders made by PSI representahve. Cylinders, made by Architect's or Contracto(s representative. 33000 66000 64000 89000 Cylinders picked up by PSI X representative. 6.00 6.00 6.00 6.00 Cylinders delivered to PSI laboratory. 28.27 1170 Cone 28.27 2330 Cone 2.8. 27 2260 Cone 28.27' 3150 Cone 3000 X Test results comply with applicable specifications. Test results do not comply with applicable specifications. 60-DAY BREAK MEETS 28-DAY SPECIFICATION REQUIREMENT CONFORMS TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ~;fff J!_dustr;~, Inc. DAVIDJ. RYK DISTRICT MANAGER 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 • Sari Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 lL l •, Information • ~To Build On Page_1_of _J_ . Engi")eering • Consulting • Testing INSPECTION REPORT cuENT _ _.L-=-c...,.G"""'a"""'-----'-- oATE __ //_-__;:o;.__-_'J._._KL--_, Architect __ ____.._t/__.__O.=c...._._/C-=--------,--'--- Engineer ___ rV7 __ cv,_/h _______ -,---..' Contractor._--'r L=BC-.-.?J""--"(2...._ ___________ _ INSPECTION MAT'LSAMPLING QTY _QSHPD __ Concrete Cylinders -- _OSA __ Cement -.-.- __ Specialty __ Mortar Samples -- __ Mechanical ___ Grouf Samples -·.-- __ Electrical -. _Masonry Pri~ms --__ 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 -- PROJECT (Name)_t.e=-~----=-o::;,.../4 ..... ~__,'"'9:1:J:....,.,.,;,_,C .... ' / __ (Address)---. __________ __ rr;2s e &b , z;,; REPORT N0. __ 7~¢.-2,_c,_'7-,=· _-...a..7-~_'fJ_ Building Permit No. __ -1,fy'~ ____ (J:----£1_4Y'.V~·~---- Plah File No.-~--"------------- Govt. Contract No.~-------------- OSAor OSHPQ.t_ . · ~ Other {Ju~;U., Keila ~.e., 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: Tb the best of our knqwledge, 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..,:::......!-~~:c::,:::?1.:,---',.,~V:;:,,_ PSI-B-900-170(2) CERT. NO. 3 '£] i 8: DATE __ -.L/-.!../--=6E:._-_,-1-C{-=-. _____ _ l ""ir:.'iJ 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: September 17, 1998 REVISION #1 OUR REPORT NO.: 059-70202-893 FIELD DATA: LOCATION OF PLACEMENT OUTSIDE ROLLER CO.ASTER, CAISSONS #49, 50, & 51 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 September 07, 1998 04:00 pm 5 82 89 September 09, 1998 PSI\DAN RAMAGE NELSON & SLOAN SUPPLIER DELIVERY TICKET NO./TRUCK.NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 852815 303006 NOTE· APPLICABLE ASTM STANDARDS UNLESS OTHEBWJSE INDICATED· SLUMP· Ct.C3-9oa-AIR CONTEfNT· C231-91b· IE"!PERATURE· CJ0B.C-86193)· CAPPING· C123.c.Q3 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 17790 A 7 17770 B 28 17770 C 28 17770 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTM.C39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN:) ,. 09/14/98 39000 6.00 10/06/98 10/06/98 ~ CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 1380 Cone 3000 REMARKS: X Cylinder.; 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. 7 DAY BREAK BELOW 70% SPECIFICATION REQUIREMENT 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-200-1 (4)F Respectfully submitted, <.;;2;a/Service DAVID :. t~, R DISTRit"iAGER Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • Sah Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 .. l ""~'iJ, Infonnation ~.;,• .ToBuild·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: September 23, 1998 OUR REPORT NO.: 059-70202-920 FIELD DATA: LOCATIONOFPLACEMENT CASSION #65, 66 & 67 -CASTLE OUTSIDE COASTER PERMIT# 98-1940 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 September 11, 1998 03:00 pm 2 1/2 74 80 September 12, 1998 PSI\DAN RAMAGE PALOMAR TRANSIT MIX SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRE$SION TEST RESULTS ASTMC39·94 PALOMAR TRANSIT MIX 854033 323006 SPECIMEN TEST TOTAL CYLINDER 'CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 17822 A 7 09/18/98 17822 B 28 10/09/98 17822 C 28 10/09/98 17822 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. LOAD DIAMETER (LBS.) 67000 - Cyli_nders picked up by PSI X representative. (IN.) 6.00 Cylinders delivered to PSI laboratory. TECHNICIAN: DAN RAMAGE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2370 Cone 3000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. Respectfully submitted, Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O,K,, CITY OF C~~SBAD ~~1~.~ 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 MAN~:~. Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l intr!!-i/ lnfonnation ~.:111• .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: September 17, 1998 'REVISION #2 OUR REPORT NO .. : 059-70202-891 FIELD DATA: LOCATION OF PLACEMENT OUTSIDE ROLLER COASTER RETAINING WALL PILASTER F-81 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 September 07, 1998 06:30 pm 5 1/2 80 90 Septemb~r 09, 1998 PSI\DAN RAMAGE NELSON & SLOAN SUPPLIER. DELIVERY TICKET NO.rrRUCK NO. MIX NUMBER ANO PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGR~GATE ADMIXTURE ~IQ/ISLE ASTM STANDAB.O.::. UNLESS OTHERWISE INDICATED;_SJ-UMP· C143,90a··AIB. CONTENI• i:231.91 b·. TEMPEB.AIUB.E· C106,1-86(93): CAfPING:..Q COMPRESSION TEST RESULTS ASTMC~9-94 PALOMAR READY MIX 852820 303006 SPECIMEN TEST DATE OF TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) TEST 17768 A 7 09/14/98 17768 B 28 10/06/98 17768 C 28 10/06/98 17768 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto~s representative. · LOAD DIAMETER (LBS.) - 33000 '. Cylinders picked up by PSI X representative. (IN.) 6.00 _ Cylinders (/elivered to PSI laboratory. AREA STRENGTH (SO.IN.) (PSI) TYPE OF BREAK 28.27 1170 Cone 3000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. 7-DAY BREAK BELOW 70% SPECIFICATION REQUIREMENT 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 INbUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, P1>-::/rv1 ;;•:es, Inc. DAVID J, Rik 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 •J Infonnation , 14. • .. To Build On Page_1_of _j_ Engineering • Consulting • Testing INSPECTION REPORT PROJECT (Name)~/=e,,::;_7-,.=()-1-/_l"\::hL..:. ~);.::-· __ (Add. tess)_,-Y-c CLIENT __ f_.e-.,c...G-.-0....__ __ _ DATE __ _._~_-_:f,_.-_____.9 ____ ~ __ Architect..__~/-/___.__O_""""/:_· _ __,__ __ __;..~-- Engineer __ ,_/>t~A4/...~~~.._/_-_~ ~c:J...___..m""""· ........,._~~'/4....._&,\,,,_~_----' Contractor. ___ 2;_.,C-J-B.....,__(,;3,C'-·---------- INSPECTION MAT'L SAMPLING QTY _OSHPD ..}S. Concrete Cylinders ~ _OSA __ Cement -·-__ Specialty __ Mortar Samples --__ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms __ Roofing __ Masonry Block --· _;{lconcrete __ 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;_ REPORT NO. ____ ? __ o_~_o_"?.... ___ _ Building Permit No. ___ 9_._.~=--___._('; __ '-1___,0 ____ _ Plan File No,-.--------------- · ~ovt. ContractNo. ----'------------- · osAor~U Other ~Jl-e MATERIAL DESCRIPTION _)(} Rinf.: Reba~t'"""" ~! S:: _ Rinf.: W.W.F. ·-Rinf.: Tendons . ,, ___ -·' . ..a _.l(l_ Cone.: Mix #/psi "·- _Cone.: Mix#/psi . /- _ Cone.: Mix #/psi _._ Grout: Mix #/psi _ Mortar: Type/psi _. Units: Block _ Units: Brick _Steel _H.S.Bolts _. Metal becking _ Electrodes _. Fireproofing _ Other INSPECTION CHECKLIST ~ Plan & Specs ~ Clearances ~Positions ~Sizes jLaps _ Future Continuity #/psi _ Consolidation _ Mortar Batching _ Electrode Storage _ Torque Applied _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the be~t of ourknowledg!:!, 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 insl)"ected only and does not constitute engineering opin- ion or project control. · · INSPECTOANAM:J:::> ~~ C-. CERT.NO. 9 3S31K, <;b:I '3S/ <~o- lNSPECTOA SIGNATll~J:J1 a,.,,;r-DATE 9-:"'f-'}9 PSI-B-900-170(2) l ii/ Infonnation • .. ToBuildOn Page_1_of _L Engineering • Consulting • Testing INSPECTION R'=PORT CLIENT _ _...,l'""""~-=-€G,.-...,.,.C),.__ __ DATE_q-f----'-~ ...... -~':t ...... JS._-__ Architect.._ _ __._1-t.......__Q ____ K.....,,.. __ ---,. ____ ___,;_ Engineer _ _,_ty)~Ax........_J]'"'-4-t-;) __ _.+'------'-IY]__._ ...... 1,:'-/-?_.t:~~...__ __ Contractor. ___ :-13 __ '--B.-...:C.....,,c ___ --'--__ ..:,_ __ _ INSPECTION MAT'L SAMPLING QTY _OSHPD -J4_ Concrete Cylinders __$- _OSA __ Cement -- _specialty _ Mortar Samples _Mechanical _Grout Samples -- _Electrical __ Masonry Prisms -- _Roofing __ Masonry Bloc!< .:ti-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) ...... -_..l __ ,_1$:,....·t:,6........_.,_.}Jc.t:-n~.l..!!c{ ... · .____ (Address) : ~ . Gr,J5 /38 D r La::· REPORT NO. -20 7 0 z;_ Building Permit No. 9 8 I 9 4 C) Plan File No, _______________ _ .Govt. Contract No.--------,------- ~!:r~Tk /-l-J/-OuifM ~~< MATERIAL DESCRIPTION INSPECTION CHECKLIST .1J__ Rinf.: Rebar ikT;n .lr/L.I~ l<J Plan & Specs ___ Rinf.: W.W,F. -_J{_ Clearances _ Rinf.: Tendons $Positions· ..){L C. M" / . .. ~ ~-£. ~Sizes , one.: 1x # psi .,, _ Cone.: Mix #/psi r -)'Laps ___ Cone.: Mix #/psi _ Future Continuity #/psi __ . Grout: Mix #/psi _ .lQ Consolidation _ Mortar: Type/psi _ Mortar Batchinn ____ Units: Block _ Electrode Storage ·--Units: !:Irick _ Torque Applied _Steel _H.S.Bolts _. Metal [)ecking _ Electrodes -- _Firepr~ ~tfs.. .,&__ Other_· -~2 _ Corrective, action required __ f9:$rm ,4-,1_1-_~ Corrections completed CERTIFICATION OF COMPLIANC : To the best of our knowledge, all of the reported work; unle otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers the loqations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTORNAMEJ)fot:., ?~~ ~~ INSPECTOR SIGNATIJR~~i-¾- Ps1-s-soo-110<2> _ .:re~ CERT. NO. $£3 5'€ . DATE-__,,..,..-·--=-9_-___ g_---=7'_f _____ _ l ;/ l,iformation . • .. To Build On · · Page_1_of _J_ Engineering • Consulting • Testing INSPECTION REPORT cuENT __ L_~_r;.-=-~--o __ ___..;.,..,:_ DATE __ q.;...._ __ l~f-~_'9.,_<g=--_ P~OJECT (Name) ka....o t ~ (Address) 1 1 · Ckb--al-\-1) , GA , Architect, __ _,4'---'-_D='--+c-='-----r--,-'--- Engineer ___ m __ ~_~{~_--_·_. __ //4 ____ W ___ -=-...,c.l-_"'--'-=-----"---- REPORT NO. '7 D ~ (;>'''1...-"'." ~/ Building Permit No. ___ q--"-8:;.__ ... ---'{._'9....&....Ll;'. .... -f)_...,__ ___ _ Plan File NO,-....c.--------------- ~ovt Contract No. ______________ _ Contractor ____ 73~e;._-1E:....-;__C~-------'----•• ·1, ... OSA-or Otherk~~~~~-14,.t_..:::.:~...,9._?i~~~=~~ INSPECTION _QSHPD _QSA __ Specialty __ Mechanical __ Electrical __ Roofing -1!L Concrete __ Masonry __ Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out REMARKS ,.-:-. MAT'L SAMPLING -P_ Co~crete Cylinders __ Cemen\ __ Mortar Samples __ Grout Samples __ Masonry Prisms __ Masonry Block __ Fireproofing __ Units (block or brick) __ Asphalt Concrete __ Roofing __ Reinf. Steel __ Steel ___ H.S. Bolts . __ Tendon (PT Stral)dS) __ Other ___ Other ____ _ __ O\her ___ -'--' _ OJ'{ MATERIAL DESCRIPTION _ INSPECTION CHECKLIST ~ -1. Rinf.: Rebar/t$'Il'k. 11-(,,( b __)L Plan & Specs _____ _ ___ Rinf.: W.W.F. ______ --J,:7,c1earances ______ _ ___ Rinf.: Tendons __ "-'-____ _Aositions, ______ _ __ .!»._Conc.:Mix#/psi_ Ksizes _______ _ ______ Cone.: Mix #/psi _____ ____Maps ________ _ ______ . Cone.: Mix #/psi _____ -;7" Future Continuity #/psi __ . ___ Grout: Mix #/psia..----'----'--_,__ Consolidation _____ _ __ _ Mortar: Type/psi _ Mortar Batching ____ _ ___ Units: Block _ Electrode Storage ____ _ ___ Units: Brick _ Torque Applied ____ _ ___ ·_ Steel ________ _ ___ H.S. Bolts ______ _ ___ Metal Decki(lg _____ _ . ______ 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 SIGNATURl;.J..-,,,,!!.~~1,-11.-U~~~~:__ PSI-B-900-170(2) CERT. NO. 3 $' 3 1"8 DATE-,-___ q',____,'!""/'--'/_.-_~...:-=---'---- l •J Information · .. • .. ToBuildOn ·._ ' Page_1_of _L Engineering • Consulting • Testing INSPECTION REPORT PROJECT (Name) Le~ IJ:v,,,,,J (Address>------,------,--- CLIENT_..c;;;Lx:~--.-O'----- DATE __ 7'+---/_..<.i'._-__,_1--.'?-- Architect __ ---"#_ . .__--=O;;;....L.:k: ____________ _ Engineer ___ /Yl __ ~o_J11~_,_-,---------'------'-- Contractor. ___ J3_"'--..... Z3.-_...:,~-· "---------- INSPECTION MAT'LSAMPLING QTY __ OSHPD ...Jf1.. Concret!;) Cylinders _s:_ _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 ~~~ REPORT NQ, __ '7_.___e;~2.a:Z,...=----=-----'--- Building Permit No. -----,'--7':-f _ __,_,_/...,.,_1/_,.,__.Q..,&-__ _ Plan File No ________________ _ Govt. Contract No.-------------- MATERIAL DESCRIPTION _. INSPECTION CHECKLIST .J!l.. Rinf.: Rebar .IK,"";.."';~L Hit.,s ~ Plan & Specs _ Rinf.: W.W.F. ~Clearances _ Rinf.: Tendons ~ositions J(}_ Cone.: Mix #/psi -,,. _, ,.-'l__ySizes _ Cone.: Mix_ #/psi ~ _,&Laps _ Cohc.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _:)I Consolidation _ Mortar: Type/psi _ Mortar Batching _. _ Units: Block _ Electrode Storage _ µnits: Brick _ Torque Applied _Steel _H.S.Bolts .. _ Metal Decking _ Electrodes _ Fireproofing _Other _ Corrective action required __ _ Corrections completed -M,· 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._'3~S--~3..L.'Z..u.X _ _.:;;.~-*)),:;,_-/-__,;,,'3__;S--'---'-1 __ DATE_---'-_--'4' ____ -_,/.__.8=---__,<j'--"<i{..__ ___ _ PSl·B·900-170(2) SEP 16 '98 08:46 FR PSI CORONA CA 909 272 4271 TO SAN DIEGO P.04/04 REPORT OF DAILY BUILT-UP ROOFJNG INSPECTION OWNER: Lego Land Estates, Inc. PROJECT: Lego Family Park USA C~on Road, Carlsbad, CA GENERAL CONTRACTOR: Bernards Brothers Construction SUPERINTENDENT'S NAME: Chuck Schneider ROOFING CONTRACTOR: Hayden Roofmg Company DATE: Sept. 3. 1998, REPORT NO: 059-70202 , 219-77044 (49) -CJ j / Areas worked: C:istle Hill Roller Coaster ----------------------------% Project Completed: n/a. Weather: rain Temperature: 55 up to · 60 "F Roofing foreman: Bill Sellnn Crew Size:2-__Time Worked:. 6:30 a.m. to _10=:=30...,p""".=m"-. ___ _ Cant Size: 3" Type of Drain: Smith. cast-iron Cricket size/slope: l/2" per foot 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: Senco Staples & tape or l" sg. head nails Spacing: 18" O.C. two rolls center of sheet 9" O.C. onlaps Roof Ply Type: Flintglas Type IV and GMS Roll Roofing . Specification No~ GMS-2-3-III Modified Number of Piles: Three Application Method: ____ s=o=lid.::,.::.::h=ot-m=o,=..p __ _..;... __ _ Surfacing: Type: rock . Em.bedment:--=h::.::oa.=.t-=as=--p~h=al=t _______ _ Flashing Type: Flintlastic GMS/fl Modified.Asphalt Spec.#.=:M=B=F,...._ ______ _ Attachment Method: solid hot mop Fastener: I'' round nails Spacing: _""'9_" _____ _ Birumen: Type: Ill · Bulk shipment or carton? carton (EVT "F) Kettle Temp~.m. ______ °F noon °F. p.tn. __ c,p Rft ·r · "F °F "F, oo op emp .. _ a.m.__ ----12.m. ___ _,...P.m. _ Edge Metal Type: n/a Gauge: ____ _ Counter Flashing: Type: galvanized Gauge: ... 2 ..... 6 ___ _ Night Seal: _____ n __ o __ n __ e ________ ,--________________ _ Debris Removed: yes Penetrations Sealed:. yes Test Cut: ___ n __ o ______ _ COMMENTS: Job shut down until next week due to rain. PSI lNSPECTOR: Bert Mantik Pmfcssion.:d Service Industrles, Inc .. 350 S. Maple, Unir K, C:nrnna. CA 91720, (909) 272-4230 ** TOTAL PAGE.04 ** SEP 16 '98 08=46 FR PSI CORONA CA 909 272 4271 TO SAN DIEGO P.03/04 REPORT OF DAILY BlJJLT-UP ROOFING JNSPECTION OWNER: Lego Land Estates, Inc. PROJECT: Lego Family Park USA Cannon Road, Carlsbad. CA GENERAL CONTRACTOR: Bernards Brothers Constrµction SUPERINTENDENT'S NAME: Cbuck Schneider ROOFING CONTRACTOR: Hayden Roofing Company DATE: Sept. 2, 1998, Areas worked: Castle hill Roller Coaster REPORT NO: 059-70202, 219-77044 (48) -9 /0 ---------------------.....,....,.....;--% Project Completed: 6 sq. Weather: clear i'einperai;urc: 55 "F to 85 "F Roofing foreman: Bill Sellon Crew Size: 5 Time Worll:ed:: 6:30 a.m. . Lo ___ 3 __ :oo .... · ... P-=·m=·---,---- Cant Size: 3" Type.of Drain: Smith. cast iron Cricket size/slope: 1/2" 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 Sheer. #25 Attachment: Senco Staples & tape or 1" sq. head nails Spacing: 18" O.C. two rolls center of sheet9" O.C. on laps . Roof Ply Type: Flintglas Type IV and GMS Roll Roofing . Specification No: GMS-2-3-III Modified Number of Piles: Three Application Method:_s __ o __ li __ d_h __ o ___ t __ m __ o __ o ______ _ Surfacing: Type: rock Embedtnem:--"h=o.:.t =as=p=ha=l=t _______ _ Flashing Type: Flintlastic GMS/fl Modified Asphalt Spec.#.=:M=B=F.__ ______ _ Attachment Method: solid hot mop Fastener: l" round nails Spacing: --"9_" _____ _ Bitumen: Type: m Bulle shipment orcarton? canon (EVT "F) Kettle Temp: 11 :00 a.m. 455 °F 12:00 noon 500"F p.m. __ °F Rooftop Temp.: ___ a.ni.-,-°F ~.in. 11F _____p.m. _°F Edge Metal Type: n/a Gauge: _________ _ Counter Flashing: Type: galvanized Gauge:=2-=-6 ____ _ Night Seal: _n=o=n=e'--______ _.;.. _________ ,,__ _________ _ Debris Removed: yes Penetrations Sealed: yes Test ¢ut: -=no ______ _ COMMENTS: 1. Installed 3" cant and nailed with No, 8 nails, 12". O.C. 2. Rolled out base and'let relax then nailed 18" O.C. and 9" O.C. at laps. 3. Applied mastic at drains under base. 4. Solid mopped one ply Flintglass Type IV. 5. Solid mopped one ply modified in drain, !hen installed primed drain lead with ma.~tic. 6. Nailed base to walls and solid mopped modified cap sheet over roof. 7. Solid mopped modified to base flashing and nailed top at 12" O.C. PSI INSPECTOR: Bert Mantik Prufes~ional Service Indusrries, Inc., :l;'iO S. Maple, Unit K. Curona, CA 91720. (909) 272-42:m FROM .. If 1 ,jj, Environmental ., Oeotechnlcal 09.11.1998 10:43 p. 1 2 Page..1.,.of_ • Construction Con•ultlng • Snglnoorlng • To•flng INSPECTION REPORT - CLIENT Lego1and Estate, Inc. DATE 9/11/98 Architect _______________ ...,,_ __ Englneer _______ ~------------ Contractor. __________ ......,. __ ....,;........;._ PROJEOT(Name) Lego]and Theme Park (Address)~H 1:--d..,de~n~Va;...1_1 .,..::eY:......;.;.Rd.;..;.;___ Car1s"6ad, CA REPORT NO. 059 -]0<9Qry-9(8 Bulldlng Permit No. ___________ _ Plan FIie No, _____________ _ Govt. Contract No.------------- OSA orOSHPD #------------Other _______________ _ INSPECTION MAT'L SAMPLING QTY· MATERIAL DESCRIPTION ' INSPECTION CHECKLIST -OSHPD _ Concroto Cyllrider& ·, --_ Rlnr.: Rebar _ Plan & Sp•e• -OSA _cemonl ' -Rlnr.: W,W,F. _Claarancea -----_speclalty _ Mortar Samploa -_ Rlnf.: Tendons _ Poaltlona _Mechanlcftl _ Grout Somplaa -_,_ Cone;: MtK #/pal _;_6lzea -Electrlcal _ Maaonry Prisms -_ Cono,: Mix #/pal _Lapa _Roofing _Masoruy Block --_ Cone.: Mix #/pal _ Fuluro Continuity #/psi _concrete _ Fireproofing -__ Qroul: MIK #/pel _ Consolldatlon Moeonry ___ Units (block or brick) -___ Mortar: Typ11/pat _ Mortar Batching X Struot Steol _ Aaph111t Concroto --_ Units: Block Eleo\rodo Storage _ Proalroes Cono _Roollng -f Unite; Brick _ Torque Applied -Pllo Driving _ Rolnl, Stool _Stool _ Fireproofing _steel --_H.S.Bolla _ wo1orprooflng _H,S.Bolls -_ Metal Decking _ Non~D08\rucllve _Tendon (PT_ Strand~) -_ Etoctrodaa _sons Technician . _Other -------·-Fireproofing _Batch Plant _ Other -_Othor _ Corr~cllve acllon requlrod _ ____ Bolt Pull-Out _Othor ---_ Correcllon11 comploted · REMARKS Meet with Dan ~nd observe the t)raced f.rame ·· ( K or Chevron) on the north side and roof·beams and catwalk framings. CERTIFICATION OF COMPLIANCE: To the bo&I of our knowlodgo, alt ol tho roportod work, unless othorwlao notod, aubatantlally complloa with approvod planr ! specllloallona and applloab!o &ecllona or tho building codoe. Thia roport covora lho .loeatlonn ol tho work lnspocled only and doo& not eonstlluto onolnoorlng opln· Ion or projoct control. Wan Young, S.E. INSPECTOR NAME--.. ·---------No S.E. 2118 CERT. ..,..;_ _ _:_.:.:,: ________ -=---_ • :;· • l •••• , .. , .............. , ··. t . .····•· SEP 11 '98 11:53 PAGE.01 FROM 09.11,1998 10:44 Professional Service Industries, Inc. American Engineering Division .INSPECTION REPORT P. 2 Page..!.ot!__ ProJoct Namo (par plans) __ L_e--~o_l_a_nd_T_he_m_e_Pa_r __ k.;..., _H_i_dd_e_n_V_a_l_l e-=y_Rd ___ '...;•~Ca __ r_l_st,'-a'-. d..;., ...;C;.;..A~------- lnspacllon Dato 9 11 I. • f, .1. "'' • ' . -. Two roof beams were field cambered using heot1ng process and are to be reviewed and approved by t~e-Engineer 'of Record, See photo below. ·1 •• ., .. ··.: ,I ••• , SEP 11 '98 11:54 PAGE.02 '•t' ,, l ;/ Information r. ~ • .. To Build On Page_1_of-±" Engineering • Consulting • Testing . INSPECTION REPORT CLIENT 1-c~L./4Vl:, DATE ///; 9/{JK Architect_....,;/_,___O_/L.. ________ ._~·,·~-- Engineer_ .... /lt"--'.__+_IJ1__._ ______ ---'-_--'-___ _ Contractor--'!/4~~.L..C.--~--M-~_~_'IAb--_·-'-. ---"----- INSPECTION MAT'L SAMP!-fNG QTY _OSHPD _. Concrete Cylinders -- _QSA _Cement -·- _specialty _ Mortar Samples -- _Mechanical _ Grout Samples -- _ Electrical _ Masonry Prism$ -- _Roofing _ Masonry Block -- _concrete _ Fireproofing -- _Masonry _ Units (block or brick) -- Xstruct Steel _ Asphalt Concrete -- _ Prestress Cone _Roofing -- _ Pile Driving _ Reinf. Steel _ Fireproofing · _Steel -- _Waterproofing _H.S.Bolts -·-X Non-Destructive _Tendon·(PT Strands) _$oils Technician _Other -- _ Batch Plant _·_othe~ -- _ Bolt Pull-Out _Other --. . PROJECT(Name)L:6-"Q:c:(A&)l:) (Address) _________ _ . f:A&~ ; CA' . REPORT NO. o5q-70zor /t)/ Building Permit ·No. _g_,,__g~-_._J __ q"-'-f~0~. -----'-----~ Plan .File No, _______________ _ Govt. Contract No. _____________ _ OSAor OSHPD #-------------- Other ________________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar _½ 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 A Electrode Storage _ Units, Brick _ Torque~plied X Steel Ai¼ /ftf::PC YlH/J& .,._ -· .Lr ""r:it£. n - _H.S.Bolts , ·_ Metal Decki X Electrodes . /JCJl'i f/15,/ r _ Fireproofing _Other. Corrective action required __ _ Corrections completed REMARKS ARJ(1t1a attJ smc -ro .,tJai~ . U'5UJ4te 1k112> l/1.4&N07c. ~t¼€ ~ ::~r:/~:wt;~r~ lbwmAl.s 3~3~ 33:13<.,1 a¼ 3~ 32, '-/01 4~, i/2-1 l/~ 4tfy lpr4) LJS: h/GU>s · #/(gr YISul}(.., ~ee:-. M1~A: ~ ~<, /4'6 l>i, I. /4r ~6f~7a4 ~11> 11,C( ;f~ &,r 2>~q.s. A /IJ.4Gh;azc,4.;mcu ~B;>?<.J 1ibf!DR:r /5 /Al~~ 12:5 /4&:. z_ op . m,s A~ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all otthe 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. · ~ -=t:C/!,t::> 4<./713 #"~a,. CERT. NO. Jlw.s ~ 'r5oqo Sc.// -:J1!. INSPECTOR SIGNATUR~~~~:kf~tt:i~:;;,2.~~~~ DATE__,//,_,_/2.._fCJ=:...+/__,.9c.-.g ______ _ PSI-B-900-170{2} TESTED FOR: L.€/J-ol..Alf/l::, REPORT OF MAGNETIC PARTICLE INSPECTION PROJECT: Le(}()lA-tt/ b · CA~b1 CA . DATE: /tb q/fJg OUR REPORT NO.: 0 _GQ-702-c> 2.. I Client Order No. I Lab No. · 059 Production Stage In Process Test Method Standard Final I/S7JYJ ;C" /769 Other: Acceptance Standard For Weld$ /1S7ir> ~ '709 Root Pass Prod)lct Form 'Type of Mi,terial I Drawing No. wah.S Aa{t)JAGOO . Intermediate Final Pass Defect Location or Remarks 3'7 )< -x:_ - X Equipment Identification /#A t;.A/AFLt1~ Model No. V-Q' I):;.,/..&:, 7 Serial No. 9 7 75 0 Technique: Complete Applicable Sections Wet Method Dry Method Fluorescent Visible Coil/Cables Head Shot Prod Method Yoke Method -)C -X ~Cl )< Amperage~M_,.._'-'--r-·---- 3t '>< Current ~ AC)(. DC_ ~ ) w~~~-Z~W~--- 4t ~ 1-+----L.J-!1"=.,=--------1<~Ht--+-+-+--t--t-+-+-+-+---'--,----,-+------t-----1 Set-Up/Location Sketch • / / tf3 J /_ f. 1--------+--+-+-+-t-+-+-t-+-+--.,------------1i 1--------+-+--+-1--+---!-t-+--t-+-----.-_---~------i~ 1-*_Th_e_U_V_ln_te_n~sit~y-_wa_s_v_er_ifie_d~a_t t_he_,_p_re_sc_ri_be_d_in_te_rv_als_: _._. Y_e_s ----=-N_o ·__c,_4._·N,....0---:t A...:.p_,_pl_ic_ab_le ______ --1f TechniciantJ/L/JA-m LVO.N<;. Level ;::,r:. Interpreter: W, LVORS Level::zz=-j Technician: ' Level ' REMARKS: "7~--"l) /00 ?o €±_ $;~) [)t=-£;7C/-/-w~ C-D""Nc:Z77lW, PSI A-500-14 (2) 1L. IJ i/ Information '14. • ,,To Build On Engineering • Consulting • Testing Page....L of _l_ INSPECTION REPORT CLIENT Lr:ieao DATE ,,-t'Y -c:r-z Architect HOK:. Engineer rrlct-rQ Contractor. BBC 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) L 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 QTY -- -- ---·-- -- -- -- -- -- -- --· -- -- PROJECT (Name>-L---L.._;-' __ GQ,._,__,/4~14:n..._._....,.,J,___ (Address>--------~- W(SBfr/) 1 LA REPORT NO. ·---=--+-/-1i:,:C)1--cl.-"'f3""-1(. __ ·--r-/2-"--'cJ /£:'-,~,__- Building Permit No. ___ --1-9 .... ('---..,_l....:'f_'i ..... :O~ ___ / __ . Plan File No, ________________ _ Govt. Contract No.----'---------------- OSAor OSH~ #+ , . Other · . UtA..L~1()1£ MATERIAL DESCRIPTION _ .. Rinf.: Rebar _ Rinf,: W.W.F. _. Rinf.: Tendons __ Cone.: Mix #/psi _ Cone.: Mix #/psi _ Cone.: 'Mix #/psi __ Grout: Mix·#/psi ___ Mortar: Type/psi _. Units: Block _· _ Units: Brick -'1-Steel. ~?Y\ ft S'.f_ -. i3 _H.S.Bolts _ Metal Decking _}!L Electrodes ~ 2 0 J'l _ Fireproofing £ether A:sr~ ·7-r.:,t., INSPECTION CHECKLIST .)(L Plan & Specs . .Jt2.. Clearances - _ Positions _Sizes _Laps _ Future Continuity #/psi _ Consolidation _ Mortar Batching 'P Electrode Storage _ Torque Applied _ 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 ]) Ax\ :-f<A:nA A:C,G cERT. No._q_,_g(;&..:z,L!.c!l,,L..,£~-...... 5~h:.,t....#_· __.,:.:...s_·---L-r __ _ . (Prln~) INSPECTOR SIGNATUR~ ct2--h; PSI-B-900-170(2) DATE __ -----'/'-'-/_-_,_/_,_'f_-_CJ..,____'fr=------ Ii l ;Jinformation "tt:. • ®To Build On Page_1_of_t- Engineering • Consulting • Testing INSPECTION REPORT CLIENT i.e-1JoL4Af}) DATE II/; F /cJF PROJECT (Name) LcGot,AJJi:> (Address) __________ _ CAt21~fA Architect___._)-/ __ O__,/<'--(-"------------ REPORTNo.D59-702.Q?--/oL3 Building Permit No. _q..:.r., _..'t_-_l,_9_.L--,;L\,"""0::c..-______ _ Engineer_/V/ __ i-_frl__. ____________ -'-------e- Plan File No. ________________ _ Govt. Contract No. _____________ _ OSAor OSHPD #------------- Contractor. _______________ ~_ Other ______ __. __________ _ INSPECTION _QSHPD _OSA _Specialty _Mechanical _Electrical _Roofing _ Concrete _Masonry X Struct Steel _Prestress Cone _Pile Driving _ Fireproofing -.--... Waterproofing LNon-Destructive _ Soils Technician _ Batch Plant _ Bolt Pull-Out -·· . REMARKS 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) _Qther _Other ____ _ _ Other __ ~-- QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST . ____ Rinf.: Rebar ______ K Plan & Specs _____ _ ____ . Rinf.: W.W.F. ______ Clearances _____ _ ____ Rinf.: Tendons _ Positions ______ _ ____ Cone., 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 · !5._ Electrode Storage ___ _ ____ Units: Brick _ Torque A_Rplied _ X Steel ./136> /Asoo . 2S,. /JIA(} J/AteTJcttr ~~- ____ H.S. Bolts-'------- ___ , ____ Metaroecking __ -,--__ . __ .2S,,_ Electrodes E?DIF/A S, I • __ --. Fireproofing _____ _ -.-__ -. Other. _ Corrective action required __ ' _____________ Corrections completed __ _ llllllLll€b od 6/Tl:: 7"D /kA::rfm V!sot1L-. Ml) @196Ae-zc den~ 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 SIGNATUR~~~~~~~.L--4-::::..: __ PSl-8-900-170(2) ~o l/l/713 · CERT. NO. 4w.s;. 0aa: C?so9D,St.// DATE .JI /rg/qg . TESTED FoR: LcGDllJ/1/):~ DATE: //Uf /qg • Client Order No. Test Method Standard lJ.S-nYJ ~/Jo(} Acceptance Standard /J67lh €'7DCi REPORT OF MAGNETIC PARTICLE INSPECTION PROJECT: U"GoLAAf)) C14-ttuMb1 tY-J. OUR REPORT NO.: fJ59-70~ L . I lab No. Production Stage Equipment Identification . · .. ·06.01 In Process -/J'JA G/tl A R.-v;,( -Final K Model No. Y,--'2 t1. C, {be_ Other: For Welds Serial No. 517 7/:;0 Root Pass - Product Form I Type of Material I Drawing.No. Intermediate Technique: w'a+.)~ /J'3(QIA5oD Final Pass -· X Complete Applicable Sections ~S,--U:-//tU.,, Wet Method - "'~~ Q) Dry Method )( ro uct/Weld "C Q) 0 "C "C Cl)~ Defect Location.or Remarks Fluorescent Identification ~8 Q) -·ffi cii "C I {g Q) .... X--ro&; $71:JEI-N ci5 J/). ,:: Q) Visible g Q) & "C a ~~ ,:: :::, ,:: ,__,_ w..,'-~ a: :...i (.) en ::, lt!eliJlk/J ,.:::J? IX JlD ....::i;v~CA-7JW.S. ·-,.,-Coil/Cables , '-""! -sq y Head Shot - /.-0 y ·. Prod Method - 6/ '°)< Yoke Method X fi>7-l)c 1,.3 ~ I Current t./JtJ. ACA DC -gq )( I Amperage QJ '><' UV Meter No. t!JI] Qz_. ) . Set-Up/Location Sket~ C, (J ) (. s ) f/MCIL Qli:; ' Jr.si~=~,is7Z2) I q7 )C 1 / liJ \I .,,,,7 ~f)£ . ~-~Al ~ ( f· . *The UV Intensity was verified at the prescribed intervals: -. Yes _No 6 Not Applicable Technician:tJ/(.;ltt.llm LV~ Level-::0:::: lriterpreier: W ,l40/J.S. Level Technician: , Level ··-. Respectfully subm;J.'tted, ;)~~ PSI A-500-14 (2) l •1 Information ~ • ®To Build On Page_1_ofk Engineering • Consulting • Testing INSPECTION REPORT cuENT LctJ-t:>L;;;v~ oATE 11f z/<tR Architect_ ...... J/--'-_O _____ /~<--------,----,--- Engineer fi1 -6-/1,,1 Contractor ~ h/tfl.l);NtJ- 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) ---X Struct Steel _ Asphalt Concrete --- _ Prestress Cone _Roofing -- _ Pile Driving _ Reinf. Steel _Fireproofing _Steel -- _Waterproofing _H.S.Bolts --X Non-Destructive _Tendon (PT Strands) _Soils Technician __ Other -- _ Batch Plant _Other -- _ Bolt Pull-Out _Other --. REMARKS PROJECT (Name) Le~Mdb. (Address) __________ _ . . . CMi~BAIJ; CA-. . REPORTNO. Opl),...102Q2,:/0// Building Permit No. qr_ {''.\l-\ 0 , Plan File No.·------------------,------ Govt. Contract No. _____________ _ OSAorOSHPD#------------- Other _________________ _ MATERIAL DESCRIPTION ,INSPECTION CHECKLIST -. _ Rinf.: Rebar ~ Plan & Spec~ _ Rinf.: W.W.F. _ Clearances - -. _ Rinf:: Tendons _. _ Positions _ Cone.: Mix #/psi _Sizes ___ Cone.: Mix #/psi _Laps _ Coric.: ,Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block )S,._ Electrode Storage Units: Brick · _ Torque zlied X Steel d3& Zft 5Ct!) -;;r:;v Sb.. . t .X /1140: .i1?CiP: I _H.S.Bolts ~ Metal Decking -X Electrodes e;JOIZ tfl.52 l • _ Fireproofing _ -_Other _ Corrective action required __ _ Corrections completed flt?l<lll&D 0/11 smi 77:) --~ 06tJAL A-Nb IMAMG71(, /}J.~TJU£ h!s,-?~o..J t9P h°G?}) Wc2-Yd6-c ~t'GyG.b "/~ Se2Zl-. '77/Acll. s:uti/4grs Vllaze w~. 70 &~Otl (,;AS/2,G: /-IIGG -Ro~ [:oAs7£JL /1:C ~@MS ~o\1 ~3) 'F<j) ?G; ?tai g7i r:;&J '10; to4, (oSJ (oG,) &r;, G 9J AM~ '10 .. ~-z,,2)5 d1et:i V:su11:L A:Cf.:efmnice: C!,((11E£1A: OP ;qqtp 1/W~ b/1/~ /1:tC.JlJ.5£B??W L?lh AfltC~E21€1K &vy CJ€Feu!S. II-. !MAGMmc.-~ ~W??ef ()ttr /S //1/CL(J))Eb fK 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·lnspected only and does not constitute engineering opin- ion or project control. · ~o Lt47l3 N1sr II lel/l::.t.... CERT. No.~Jiv6 cw:z:.. '15D'io5'-1 I :re DATE_,_L~t/...:....1..L#!,1/~c;~,g" ______ _ PSl-8-900-170(2) TESTED FOR: LEGot.Ar(J'::, REPORT OF MAGNETIC PARTICLE INS_PECTION PROJECT: L Eti-ot..A/1/1:> CIJ£L68/lbJ CA, DATE: /I /Jq /tJJ' OURREPORTNO.: OSCJ-'"JOZL>"2.. Client Order No. I Lab No. Production Stage Equipment Identification O;,'Cj In Process -MA B-lff AFLW<. Test Method Standard Final K Model No. }{.-'1 Ac/:bc:... A.~,IYJ €" rJOt:}' Other: A/l6rMdard € '7 6 q For Welds Serial No. S-I J ·7 5 0 . · Root Pass - P~tFor,:n I Type of M, terial I Drawing No. Intermediate x· Technique: '€1..J) ~ 113£.o A5DO Final Pass Complete Applicable Sections CI/S'"J"l.C f/Jt..L.> Wet Method >< 1?oll.£IL Co~ Q) Dry Method Product/Weld "CJ Q) 0 "CJ "CJ :5 Defect Location or Remarks Fluorescent Identification (_) 0 ~ Q) I i e ~ U) (_) ca "CJ m~ '8 C: Q) c5 Visible "fu&!;~ 7U Q) ::, "CJ 5 :E if Q) ,C: 0 ::, C: ,;... • • -'.Af"l,f-....... "' <. a: ::J a: (_) <J) ::, C.o!IJinN sn .. >( 1,/0 :::J:ii/bl~nCAlf:a /1-Ir Coil/Cables r. -$'3" )(. Head Shot -S4 l'' Prod Method $'S )< Yoke Method X. . 91.;J, X Current ,J J ACX DC_ 'x1 )< 2f ) Amperage 1 q.o ) UV Meter No. N A bi./ )I, lo5 )c Set-Up/Location Sketch .~ uw I} ~, ) -J'}!IJC,k:. {p C, )<,. "~ '70 D< \I '" .... '( r-~-,V75W . ~/ ~ ·11f>E <..1111,v *The UV Intensity was verified at the prescribed intervals: __ Yes _No . 6. Not Applicable Technician: \,.JJJ J JA/h I \jo,,.f~ Level 7r Interpreter: W. l VOV..S Level 7r Technician: , Level , REMARKS: /, ~ /06 % c"L/&1~ OP. C.0"1.<feDnO,,J. PSI A-500-14 (2) l •1 Information ~ • ®To Build On Page_1_of _L Engineering • Consulting • Testing . INSPECTION REP.ORT PROJE;CT .(Name)_LG;_,.""""b,....{J_...,_/4~JIH1,__,_;..J_· __ CLIENT_.....,t,'---l;('"""'G,OC.....Q'--__ _ DATE __ ,'---'-/_-....... / ..... 2,_-_W ............ __ Architect ___ ~f-f ..... _0~~t;_~---------- (Address)_· --=---:-----~1-- G,71.};-aM-t11 a. REPORTNO. 762.0Z-/0/0 Suilding Permit No. 9tf 191../ 6 Plan.File No. ________________ _ Engineer __ __,f11._ .... -L-""-/Y[.___.._ ______ _ Govt: Contract No.-------~------- Contractor. ___ }3 ___ 73=--"L.-::... ________ _ OSA or OSQD #s.. . _ Other: t..... tbG · INSPECTION MAT'LSAMPLING 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 itJ 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 1 Struct Steel __ Asphalt Concrete -·-_ Units: Block f,; Electrode Storage __ Prestress Cone __ Roofing --_ Units: Brick _ Torque Applied __ Pile Driving __ Reinf. Steel --L Steel M'1""°' AS°J_ a __ Fireproofing __ Steel --___ H.S. Bolts __ Waterproofing __ H.S. Bolts --_ Metal Decki'],9.: __ Non-Destructive __ Tendon (PT Str;mds) ...1_ Electrodes t:, ?o !€ __ Soils Technician __ Other --_ Fireproofing . __ Batch Plant __ Other ..lLOther ~m 14-~ _ Corrective action required __ __ Bolt Pull-Out __ Other --_ Corrections completed - REMARKS CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the rE!ported 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. N0,--1-C/-'-81...LZ..ll,,,,ol....,3,L..' _...L.s::-b,uL--¥_3µ.,s=~/ __ _ DATE __ -4/~/_-4-/--'-·l. ..... ---+$:-=--· ------ IL l •J Infomzation ~ • .ToBuildOn Page_1_of _J_ Engineering • Consulting • Testing . INSPECtlON REPORT CLIENT_ ....... L=-'G_,:::--=G,{)=---- DATE _ _.(_,_l _-......,//'--~-n.___~- Architect __ -----1Hr--1-. ...,O"""-'C.-=-----,--------- Engineer ___ rY/>--'-~'-'=.__._m_. _________ _ Contractor ___ E~B'"""'-'C~---------'-- 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) ....)Q_ 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 (Na·me) __ l"""'(_(-._""!?~Ooe.../21---'kl-Y"l==->o..J"""·-- (Address)_~ ______ ...,,.7°'"-4-- (1.:efs5p4-b. {i. REPORT NO. ___ 7........,.0,....2.....,6 ___ Z"-__ /2_C_D_,./~ B_uilding Permit No.---~'? ..... =~'--.,_19--1--½~D:;....._ ___ ,_ Plan File NO,------'------------- Govt. Contract No.-------------- OSA-or os~A Y:-. · _ Other ~t._l)(: MATERIAL DESCRIPTION INSPECTION CHECKLIST i ___ Rinf.: Rebar _.M. Plan & Specs I _ Rinf.: W.W.F. _K Clearances -I ' _. _ Rinf.: Tendons --,;Positions _ Cone.: Mix #/psi _Sizes. I __ Cone.: Mix #/p!:\i _Laps I __ Cone.: Mix #/psi _ Future Continuity #/psi ! _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching ! _ Units: Block _J::/_ Electrode Storage ___ Units: Brick _ Torque Applied I ..lLsteel~ A~l :6 ' I _H.S.Bolts. I ' _ Metal Decking . ~ Electrodes £ 70 1€ _ Fireproofing ....J1.. Other i'fS,;vi fl-~ _ 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 does not constitute engineering opin- ion or project control. · INSPECTOR NAME J)fi::r} ?f.h'h, A-SE (Prl~rly) INSPECTORSIGNATUR~ r:..~ PSl-8-900-170(2) DATE __ --'-/_,_/-_.l._._/_-_9'fj'.__ _____ _ l ;/ Information ~ • ®To Bulld·On Page_1_of_ Engineering • Consulting • Testing INSPECTION REPORT CLIENT_.-:l"'-"e __ t;.... _____ c~--- DATE_-+/_l-...... ( __ Q._-_o/(-=-=--- Architect ___ ~H:-0~...,t:='-_________ _ Engineer __ ~JIVl-~d,.,-/Vl___,~--------- Contractor. __ ___,_,?5"'", -"-(3__,,C_,.___ _____ -__ INSPECTION MAT'L SAMPLING QTY __ OSHPD __ Concrete Cylinders --_OSA __ Cement --__ Specialty __ Mortar Samples __ Mechanical .-·-Gro·ut Samples --__ Electrical _._ Masonry Prisms --·-__ Roofing __ Masonry Block --__ Concrete __ Fireproofing --__ Masonry _. _ Units (block or brick) ·-- _;g..struct Steel __ Asphalt Concrete -- __ Prestress Cone __ F3oofing --__ Pile Driving __ Reinf. Steel -- _ Fireproofing ·I\J Steel __ Waterproofing __ H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) --__ Soils Technician __ Other --__ Batch Plant __ Other --__ Bolt Pull-Out __ Other -- PROJECT (Name)_L'--'c __ , =Gd.=.....,~-""'-d-=-_: -- (Address)_-=----------,--C*'-Js3J4-b {;. REPORT NO. --~""'---'-o __ U;'--'=-'2,..=----A_z:>_D._e_ Building Permit No. ___ _.f'""'tl'=----__._l ..... 'f_'i"--""'O ____ _ Plan File No.___, ______________ _ Govt. Contract No.-------'--------- CSA-or OSHPD ?'= • · Other Qt.,,, (2_[_ /1. € 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 ...x1. Ste_el A!71',n .QS3 ->~ _H;S.Bolts _ Metal Decki'(t ~ Electrodes ~ 7,0/<'l _ 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.__,C/_..g:...L.7=.0..:::..3_~.s:;""""'{)'--#---=-;35:=-.L-../ __ _ DATE..,... __ --1,/c...L/_-..r.../,.._C).,_-__,_}Y.....__ ______ _ l •J Information • ®To Build On. Page_1_of .L l!ngineering • Consulting • Testing · 1NSPECTION REPORT PROJECT (Name)_L_e ...... G.c...o.._/'-'-a-n~J,__,_-__ CLIENT_"""'L __ t3~~'-"-'6 ___ _ DATE _ _,_/_._/-_g......_~_9----.;..i __ Architect ___ ,_H...._o ....... _L._._ _____ --'---- Engineer ___ vYl_.___.__-=j:...__yV).___.__ ________ _ Contractor. ___ J:? ......... _,,'B___.Q_,,.,_ _____ _,.._--'-_ 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) --J(_ 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)_...,..,...--,---------,....--Gr2. k@t+ i) ~ .{~. I REPORTNO. 9:f 1..s;...z6 7"2c Building Permit No. 'f~ ~ / 9 t../ 6 /0 C1 7; Plan File No,-----------------,--- Govt. Contract No.-------------- CSA-or OSHeQ i Other O iS-1$ I MATERIAL DESCRIPTION _-Rinf.: Rebar _ Rinf.: W.W.F. ._· _, Rinf.: Tendons _ Cone.: Mix #/psi _ Cone.: Mix #/psi _ Cone.: Mix #/psi -- _ Grout: Mix #/psi ___ Mortar: type/psi _ Units: Block _ Units: Brick _Steel _H.S.Bolts _ Metal Decking _ Electrodes _· __ Fireproofing _ Other _iNSPECTION CHECKLIST Plan &Specs _ Clearan9es - _ Positions _Sizes _Laps _ Future Continuity #/psi _ Consolidation _ Mortar Batching _ Electrode Storage _ Torque Applied _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledg~, all of the reported wqrk, 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 ~ ~?'f~f" . (Print Clearly) :~,~~~~R SIGNATUR~ ~ CERT. NO .. 9 g ?0 '3 .. DATE----1--/__,_/_-_,_'7_-_,..µ.,.2 ______ _ l ;/ Information . • ~To Build On Page_1_of :Z- Engineering • Consulting • Testing INSPECTION REPORT CLIENT L.c6Dt,AAJh DATE Jt/u,f t;g Architect____,_/-/_0_/c_~------,----'------ ...... , ~.:.~· Engineer_/M __ t_#/ _______ -=------ 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) --..X Struct Steel _ Asphalt Concrete -- _ Prestress Cone _Roofing -- _ Pile Driving _ Reinf. Steel _ Fireproofing _Steel -- _waterproofing _H.S.Bolts --.lS.__ Non-Destructive _Tendon (PT Strands) --- _soils Technician _Other -- _ Batch Plant _ Other -- _Bolt Pull-Out _Other. -- REMARKS PROJECT (N~me).Lc~o . (Address) _________ _ ~,CA- REPORT NO. osq -7oU, z._-/[) 12 Building Permit No. '3 Z--t C, 4-O ' Plan File No, _________________ _ Govt. Contract No.-------------- OSA-or OSHPD #-----------'----- Other __ -'------------------ MATERIAL DESCRIPTION INSPECTION CHECKLIST _RinbRebar 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 X Steel ,43',lfiSl)O _ Torque ~plied ~AfAt;., ~~ _H.S.Bolts _ Metal Decking ½_ Electrodese!;la'i /~S-l . , _ Fireproofing _Other _ Corrective action required __ -- _ Corrections completed A-tf~lte:t, ~ ,97c: 7t> ;:?~ J1.su.&:~ /kVl:> /JM8/l/4:.77c. ~Ci-e ~~ 0r neZ-1') AfE-fl:>;1A/G-11 .:zv"'~Z> 7Z7~:S?c??-7Mc/t.. S:<J#~ w~ M~ 70 &Se/tdtF;S -w {};s72.E:/2fU-~ ~.1en. ~ &vmAJ.s S-3..1 6''t s-_s; S{p_.,·s-z 71; 72, '7~ IM't> ?_ti ~> meer 0..$u4L-: ~ ~~l7l=7R/A -0;:= 199/e Aws i>J,I. /J?r _:zv-1~0N />JO /LOT P~ 4,-vy ~~r-If #J/JGUG:,7c., /);~71C4E .~X>4 1f'ej201<? /~ /NCt;u):,G?::, /;J::S jJ/.lfk: 2 CP ;t),/~ /4--j?Dt?-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. -A/b1": _ ~o 4¢713 __ -u~ !NSPECTOR SIGNATUR~...&~::.&«:i~'.2....1:~~~::!:~ PSl-8-900-170(2) CERT. NO. AfJs Q:..u...z=-CJ'Sot:JOS'-11 DATE__,_f~l/2'"""'20==---f-q-=-£ ______ __,_ REPORT OF MAGNETIC PARTICLE INSPECTION TESTED FOR: U{h:)LA,v.):, PROJECT: Le Go44-A/l> CA,A~l>J a4. DATE: 11 /w LtJ'l' OUR REPORT NO.: t)S:,-70202; /4 ·-2~2. Client Order No. 1LabNo.<:9Sq Production St~ge Equipment Identification In Process -/14AMAP41 K Test Method Standard Final X Model No. V-"7 .lk/l,_ c-_ AST;r, €?OCJ Other: / Serial No. 51 7 7So AA~m!;ndar€ ?O C, For Welds Root Pass - PM!Form I Type of "terial I Drawing No. Intermediate Technique: ,:e-t.-b.S #3[pA.50D Final Pass X Complete Applicable Sections i~t.G: 1-/Jt.t-" Wet Method -f..,l.{;IJ_ ec,t/S78'l-Q) Dry Method )C Product/Weld 'C Q) 0 'C 'C Q) 8 Defect Location or Remarks 'Fluorescent Identification (.) 0 Q) -* (.) ·ffi fg 'C ~ ~ w w K ~~ro en C: ~ Visible ~ C. ::, 'C 5 Q) Q) C: ti. ::, C: -.. ~ a: ::J (.) (/) => ~ .... '.-,,/ S3 ;JO ::r.u'h1 r~m DAI~ /Jn--· "l Coil/Cables -St/ r Head Shot -S'"S' Prod Method -.,/,, Yoke Method X _c;--7 ACX. DC~ ?7 Current tl/_,4 '7'2 Amperage 13 UV Meter No. _d/A \' ?t..f " 'I ,, Set-Up/location Sketch _/ ___,/, 7/MdL we.J:>S rs· 1)1 ,~« 1?fi€ f ~ ~ *The UV Intensity was verified at the prescribed intervals: ---,, Yes -. No fi_Not Applicable ~ Technician:/4 Jn ./ Jll--n,,,, ..L.11'0.,A.tS Level-:ZZ:::-Interpreter: },/1 LVO.A/2 Level -ZC::-- Technician: / Level '/ REMARKS: . " .. -?E.37l=l:, /00~ {:!£11)eS) ;,,~ t:>W-1 C.o,V;ve::pi)AI, Respectfully submitted, PSI A·S00· 14 (2) ~~ ---- · · t ,..11:!!!-'ii/ Iriformation ~.:;,• *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 DATE: FIELD DATA: CARLSBAD, CA 92008 September 17, 1998 REVISION #2 OUR REPORT NO.: 059-70202-895 LOCATION OF PLACEMENT CASTLE HILL OUTSIDE COASTER CAISSONS #98, 99 & 110 PERMIT# 98-i940 DATE PLACED TIME September 09, 1998 03:30 pm SURPLIER DELIVERY TICKET NOJrRUCK NO. MIX NUMBER AND PROPORTIONS PALOMAR TRANSIT MIX 853125 SLUMP, IN. 3 AIR CONTENT, % 74 CEMENT WATER 303006 AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 87 September 10, 1998 PSI\DAN RAMAGE PALOMAR TRANSIT MIX FINE AGGREGATE COARSE AGGREGATE ADMIXTURE LABORATORY NUMBER - 17790 17790 17790 17790 -- s PECIFICATIONS - REMARKS: COMPRESSION TEST RESULTS SPECIMEN TEST IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST A 7 09/16/98 B 28 I 10/07 /98 C 28 I ~0101 /98 D 60 11/08/98 28 X Cyhnders made by PSI representative. Cylinders made by Architect's or Contracto(s representative. ASTMC39-94 TOTAL CYLINDER LOAD DIAMETER' (LBS.) (IN.) 50000 6.00 74000 6.00 73000 6.00 99000 6.00 Cylinders picked up tiy PSI .JS. representative. Cylinders delivered lo PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 1770 Cone 2.8.27 2620 Cone 28.27 2580 Cone 28.27 3500 Cone 3000 X Test results comply with applicable specifications. Test results do not comply with applicable specifications. 60-day break meets 28-dqy specification requirement -~ 11.t''.'< t TECHNICIAN: DAN RAMAGE C fS'"~ ~--rt ,,.J-'' ~s;ec 4 t·el:!,~ froJ~~' .,~ ., ihef:.!lidustries, Inc. DAVIDJ~~ 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 DISTRI~~AGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ' l re. .i-i/ 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 ENCINAS SUITE 130 CARLSBAD, CA 92008 September 19, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-965 LOCATIONOFPLACEMENT CASTLE HILL OUTSIDE COASTER CAISSON #59 DATE PLACED TIME SLUMP, IN. October 19, -1998 04:30 pm SUPPLIER DELIVERY TICKET NO.frRUGK NO. MIX NUMBER AND PRbPORTIONS PALOMAR TRANSIT MIX 863694 4 1/2 AIR CONTENT, % AIR TEMPERATURE, °F 70 CONCRETE TEMPERATURE, °F 7 5 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUl;3MITTED BY October 20, 1998 DAN RAMAGE PALOMAR TRANSIT MIX CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOT1:llP.ELJCABLE1'S.JM.9.Illt,IDA80.S.UNL.E.S.S.Oil:JEBWISIUND.lCAIE~Gll.~.Qa;.AIB_C.QMJENT·C231-91b·TEMPE~~ll3};.~~ COMPRESSION TEST RESULTS ASTMC39-94 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE BORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH 303006 LA N UMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.JN.J (PSI) TYPE OF BREAK 1 1 1 1 1 8046 8046 8046 8046 8046 A B C D E i ·-· --· _j_ __ ----... SPEC IFICATIONS ! I i -----I I ---.-----------------...1.. 7 10/26/98 56000 6.00 28.27 1.980 Cone 7 10/26/98 58000 6.00 28.27 2050 Cone 28 11/16/98 85000 6.00 28.27 3010 Cone 28 11/16/98 83000 6.00 28.27 2940 Cone 60 12/18/98 28 3000 REMARKS: ~ Cylinders made by PSI representative. Cylinders picked up by PSI ~ representative. Test results comply wilh applicable specifications. Cylinders made by Architect's or Contracto~s representative. Cylinders delivered to PSI laborl)tory. Test resu ~~Y .:i£ applicab I~ 28-DAY BREAK DOES NOT MEET SPECIFICATION REQUIREMENT. ~-n_ .·· WILL HOLD 1 CYLINDER FOR 60-DAY' BREAK ~y 0 . TECHNICIAN: DAN RAMAGE' Respectfully submitted, 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. ~R/:,Y 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 . .,.;;;J 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 DAT~--== .. :.:::.:.:::::.. _:_E=l:t~~er_. __ 1_?._~ __ ]-99 ~---_ FIELD DATA: REVISION #1 OUR REPORT NO.: 059-7-0202-964 LOCATION OF PLACEMENT CASTLE HILL OUTSIDE COASTER CAISSON #80 PERMIT# 98-1940 DATE PLACED TIME October 19, 1998 04:50 pm SUPPLIER DELIVERY TICKETNO.ffRUCK NO. MIX NUMBER AND PROPORTION$ PALOMAR TRANSIT MIX 863696 SLUMP, IN. 5 AIR CONTENT, % 70 AIR TEMPERATURE, °F CONCRETETEMPERATURE, °F 77 DATERECEIVEDINLAB October 20, 1998 FIELD DATA SUBMITTED BY PSI\DAN RAMAGE MIX DATA SUBMITTED BY PALOMAR TRANSIT MIX CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOJE,AEel.JCAelE.ASIM..SIANDABO.S,\.!liLESs.9.Il:IEBl!WUOJCAIED.;.lilJJMe:..C1~0.a:AIR.k.QfilEN.fu:ill:.W!;JJ;Me1;8Aiu.B1;;J;.1J)~Ji(~);J;A~!iG;J;.t23H COMPRESSION TEST RESULTS ASTM C39-94 ----- SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE BORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH 303006 I. LA NUMBER OR SET NO. (DAYS) TEST !LBS.) (IN.) (SQ. IN.) (PSI) TYPE OF BREAK I . -. ! 1 1 1 1 1 8047 8047 8047 8047 8047 ------- SPE CIFICATIONS REMARKS: A 7 10/26/98 B 7 10/26/98 C 28 11/16/98 D 28 ·11/16/98 I E 28 111/16/98 I I ----·--·-· i r I I I 28 I ~-Cylinders made by PSI representative. Cyltnders made by Architect's or Contracto(s representative. TECHNICIAN: DAN RAMAGE 56000 53000 80000, 87000 91000 Cylinders picked up by PSI ~ representative. 6.00 6.00 6.00 6.00 6.00 Cylinders deliverea to PSI laboratory. 28.27 1980 Cone 28.27 1870 Cone 28.;n. 2830 Cone 28.27 3080 Cone 28.27 3220 Cone 3000 X Test results comply with applicable specifications. Test results do not comply with applicable specifications. CO .F Respectfully submitted, Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD i /L--- 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 R I RCE DISTRICT AGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego,. CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · l""~•J Information ~..,. ®To Build On Engineering • Consulting • Testing ,, REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES I~C 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: October 22, 1998 . REVISIO:f:\I #1 OUR REPORT NO.: .059-70202-989 -·-=====================::;:==:=========:::::c=============== FIELD DATA: LOCATION OF PLACEMENT OUTSIDE ROLLER COASTE~ CA,ISSON #342, 34B PERMIT # 98-_1940 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 October 22, 1998 12:25 pm 3 1/2 70 75 October 23, 1998 PSI\DAN RAMAGE PALOMAR TRANSIT MIX SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOJ~:.AP.fl.lC/IBLE.ASIM.SIAl'lD.ARD.S~UNI.ES.S QTtlEB\IYL&e.ll'lD.ICA1EQ:..SJ.)J.Me:J<l.4.3~illl!:.AJR..C9.NifNI;.Cfll:W!JE~~;_CAeelliG.:J..1.Za.1=9. COMPRESSION TEST RESULTS ASTM C39-94 PALOMAR TRANSIT MIX 864478 303006 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 18085 I A 7 10/29/98 66000 6.00 28.27 2330 Cone 18085 B I 7 10/29/98 64000 6.00 28.27 2260 Cone 18085 I C 28 11/19/98 106000 6,00 28.27 3750 Cone I 18085 i D 28 11/19/98 98000 6.00 28.27 3470 Cone 18085 I E i I I i I I I i .. s PECIFICATIONS 28 3000 ·- REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI. X repre·sentat1ve. · Test results comply with applicable .K_ specifications. Cylinders made by Architect's or Contracto~s representative. Cylinders delivered to PSl'laboratory. - 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 PLACEM_ENT. 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. ~~-~~ DISTRICT MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 i I · l ,.1£!>i/ 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: October 22, 1998 REVISION #1 OUR REPORT NO.: 059-70202-988 FIELD DATA: LOCATION OF PLACEMENT OUTSIDE COASTER CAISBQN ·#26B PERMIT# 98-1940 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 October 22, 19·98 02:05 pm 4 70 77 October 23, 1998 PSI\DAN RAMAGE PALOMAR TRANSIT MIX SUPPLIER DELIVERYTICKET NO.frRUCK NO. MIX NUMBER AND PROPORTiONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOJJ:. AE.eLIChBLEASIM-SM~DARO.S~UNLES_l, QIJ:IEBW1SE1NC11C11IEQ;,.S..Ll.!ME:...C~9.0a;.AIB..C.Q!jil:NI;__C2.3.kll_1ll;IeMEEBAil/Be;J;J,®A!~Wl;_C1\Ee!N.G;J;.12.i!Hl.3 . ·- SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 18086 A 7 18086 B 7 18086 C 1 28 18086 D 28 I 18086 E I I I SPECIFICATIONS I 28 COMPRESSION TEST RESULTS ASTM C39-94 TOTAL CYLINDER DATE OF. 'LOAD DIAMETER TEST (LBS.) (IN.) 10/29/98 57000 6.00 10/29/98 55000 6.00 11/19/98 91'000 6.00 11/19/98 95000 6.00 CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) 28.27 2020 28.27 1950 28.27 3220 28.27 3360 3000 PALOMAR TRANSIT MIX 864520 303·006' TYPE OF BREAK Cone Cone Cone Cone REMARKS: -~-Cylinders made by PSI representative. Cylinders picked up by PSI -~ 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. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-9~. NOTE: 7-DAY BREAK BELOW 70% SPE;CIFICATION REQUIREMb· 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 FO Respectfully submitted, Professional Service Industries, Inc. Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92.121 • Phone 619/455-0544 • Fax 619/455-1170 • · · t •• II:!' 'iJ 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: September 13, 1998 REVISION #1 OUR REPORT NO.: 059-70202-961 ---· --· -------- FIELD DATA: LOCATION OF PLACEMENT OUTSIDE ROLLERCOASTER CAISSON #79 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F October 13, 1998 05:00 pm 4 1/2 70 SUPPLIER DELIVERY TICKET NO.irRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER CONCRETE TEMPERATURE, °F 76 FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY October 14, 1998 PSI\DAN RAMAGE PALOMAR T~SIT MIX ------· COMPRESSION TEST RESULTS ASTM C39-94 PALOMAR TRANSIT MIX 862096 303006 LA ··---·· -----r------· -------- CYLINDER J CO~PRESSIVE I · SPECIMEN TEST TOTAL · CYLINDER BORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) . TEST (LBS.) (IN.) (SQ. IN.) . (PSI) TYPE OF BREAK I SP l . 18018 18018 18018 18018 18018 ECIFICATIONS A B C D I E ! I I 7 7 28 28 60 i 28 10/20/98 48000 6.00 28.27 1700 Cone 10/20/98 46500 9.00 28.27 J,640 Cone 11/10/98 81000 6.00 28.27 2870 Cone 11/10/98 76000 6.00 28.27 2690 Cone 12/12/98 I I 3000 REMARKS: -~-Cylinders made by PSI rep'.esentative. Cylinders picked tip by PSI -~ representative. Test results comply with applicable specifications. Cylinders made by Architect's or Contracto(s representative. ____ Cylinders delivered to PSI laboratory. 28-day break does not meet specification Will hold 1 cylinder for 60-day break TECHNICIAN: DAN RAMAGE cc: LEGOLAND ( 4) , BERNARD BROTHERS., H. 0. K. , CI+Y 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, Professional Service Industries, Inc. ~ DISTRICT Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 I .. .. l _... ~·•1 /reformation ~~• ®ToBuild 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 13, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 05~-70202-960 LOCATION OF PLACEMENT OUTSIDE ROLLERCOASTER CAISSON #~0 PERMIT# 98-1940 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % October 13, 1998 04:15 pm AIR TEMPERATURE, °F 72 CONCRETE TEMPERATURE, °F 74 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY October 14, 1998 PSI\DAN ~GE PALOMAR TRANSIT MIX SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS "CEMENT WATER FINE AGGREGATE COARSEAGGREGATE ADMIXTURE COMPRESSION TEST RESUJ.. TS ·---- BORATORY LA N UMBER 1 1 1 1 1 --- 8016 8016 8016 8016 8016 ! ' SPECIMEN TEST I IDENTIFICATION AGE OR SET NO. (DAYS) A 7 B 7 C 28 D 28 l E I 60 i I I I ASTMC:39-94 TOTAL CYLINDER CYLINDER COMPRESSIVE DATE.OF LOAD DIAMETER AREA STRENGTH TEST (LBS.) (IN.) (SQ. IN.) (PSI) 10/20/98 49000 6.00 28.27 1730 10/20/98 46000 6.00 28.27 1630 11/10/98 78000 6.00 28.27 2760 11/10/98 75000 6.00 28.27 2650 12/12/98 PALOMAR TRANSIT MIX 862090 303006 TYPE OF BREAK Cone Cone Cone Cone 1 SPEC IFICATIONS I j 28' 3000 ' REMARKS: ~ Cylinders made by PSI representative. Cylinders picked up by PSI K_ representative. Cylinders made by Architect's or Tes Contractor's representative. Cylinders delivered to PSI laboratory. X ap OT. ·. 28-DAY BREAK DOES NOT MEET SPECIFICATION REQUIREMEN'~--., ~Nf WILL HOLD 1 CYLINDER FOR 60-DAY BREAK ~y -_ro,M ,. liu TECHNICIAN: DAN RAMAGE 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 INDU~TRIES, INC. PSI A-200·4 (4)F Respectfully submitted, Profession Service Industries, Inc. ~( ~ RYAN, RCE 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 •J Iriformation • .,ToBuildOn Page_1_of Z... Engineering • Consulting • Testing INSPECTION REPO.RT . CLIENT Lc&U.Nvb PROJECT (Name) Lc&olAtV b DATE /IU319f I (Address) _________ _ CM1~h. CA, Architect _ ___.._//_,___0 ____ /(~. -------'--- t REPORT NO. 05 9-'"1o ZO Z.. -/t::z,C Building Per~it No. 9'.l-:-Jq 40 • Plan File No, _______________ _ Engineer /J/J -I /Yl Govt. Contract No.-------------- -OSA-or OSHPD #---,------------- Contracto~--------------------Other __________________ _ 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: Type/psi Mortar Batching $ Struct Steel _Asphalt Concrete --_ Units: Block _ Electrode Storage _ Prestress Cone _Roofing --__ Units: Brick _ Torque Applied _Pile Driving _ Reint Steel --.)(_ Steel I}. 3 t.v /.EJs.3 /A-5.QO xl1MJ.Lni~ RM.77elf: _ Fireproofing __ Steel X... H.S. Bolts ;:r::-,,...n:.fk-aioAI _waterproofing _H.S.Bolts _ Metal Decking ' X Non-Destructive _Tendon (PT Strands) -·-..X Electrodes S.!5. t I I e_ '2.,0 If' r . _Soils Technician _Other _ Fireproofing . ~ _ Batch Plant _Other ·--·_other _ Corrective action required __ _Bolt Pull-Out _Other ---_ Corrections completed fuv;v~oo,s MJ:> Vtsu1-1"'¥ -#~e~ :&-~ ova :72¼% J(ee:p;A.10--&t.:r.5 /fl90 Loo.50J;NGJ--6AI (J;,$TUr&c,,(.,, tfo??GX-~" AlovP1m hteemArJ OF ,9)/21,t;: 129M ~~ ~ ~ o;l hscp!Aro /EC 79/ Qf: ~ Oc:urml'[!, ,fPl L'.ot,;um1,l.;:, 7~ 7~ 7·-:? 23:; 74 ioj A@ ~I. /l;J trrr lep;a:r: ,~ ft?ov1PFJ> _115 /4&& 2 _ ¥ m1,5 .. £',l')wt1g CERTIFICATION OF COMPLIANCE: To the besfof 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. · ~o 91/113 CERT. No.1/Ws Cvi/7 95oqp.Sc/ J !NSPECTOR SIGNATUREt.e~~~~~l-:.~-:,,j{:::!it..~:=. DATE--=-//-L-/.:.....:J3~,J'--· C/...._.t _______ _ PSl·B-900-170(2) TESTED FOR: LE IJ-oLA.AI ~ REPORT OF MAGNETIC PARTICLE INSPECTION PROJECT: .Le &o L/JAID DATE: // /J3 !CJf OUR REPORT NO.: D 5' q _ 70 2..,0 2-. Client Order No. JLab No .. 6 ·. Production Stage Equipment Identification () CJ··: In Process -/J1 It G-IVA Au)c· Test Method Standard Final K · Model No. V-7 /ICLJ>c., /)5,...-/J.1 ~17Dq , Other: Acceptance Standard . I For Welds Serial No. S'l 7 7 S-0 AA7YY> ~/JO°J Root Pass - Product Form j Type of ~j'.erial I Drawing No. Intermediate Technique: We-L-bs Ila~ A5DD . Final Pass X Complete Applicable Sections -r. $, UJlvlYJ/J S Wet Method - TO ~f!<-1+~ (I) Dry Method ~ Proc!uct/Weld 'O (I) 0 'O 'O (I) :5 Defect Location or Remarks Fluorescent Identification u 0 (I) 23 u ·@ i 'O J2 (.) ~ ... x.· /1'1 '!'f CP fo/'5' <J) C e {g (I) (I) Visible· (I) ~ 0. 0 'O 6 (I) (I) C 0 :::, C (};;La flW s ~ a: :::::i a: q Cl) :::, fF1n.1 · ...,, ,I '7 f;' >< ND TI/:})Jf:A71~.5 /l/,1..--..--Jr Coil/Cables -7G. y I , Head Shot - "Jrl )< Prod Method -?? y Yoke Method K r;q D( Current / AC){ DC_ 90 X . l/ ~/ X -l;/ ,11 \j/ Amperage N A UV Meter No. tJ/A .. Set-Up/Lo~ ---rta&- r 1-r. ,~.,;a,.;:,.5 ?. -J'"&f:-'1) I tf s1~e.S *The UV Intensity was verified at the prescribed intervals: _Yes _No A'.-Not Applicable f,f«t &> 1/Jtl,J Technician: IA/JU .1 A "'111 LVon~ Level 'Jr Interpreter: W, LYON~ . . Level ::a::: I Technician: , Level REMARKS: VJSut>tLy _::i:7v~~~ /J-L,t_, Wc-Z..-M --f/1 ID,17... 7D /1-11 ..:::i:;v-fJ6-z::rlDl1),. PSI A-500-14 (2) , Respectfully submitted, ~&j~. l •J Information • .. ToBuildOn Page_1_of 3 Engineering • Consulting • Testing INSPECTION REPORT CLIENT L€G-o l/-}ND DATE // /;z./9 F J, • Architect_---'j/.__O_/< ___________ _ Engineer_frl __ l.;..../11...__ __________ _ Contractor _________ --'-------- INSPECTION MAT'L SAMPLING QTY _OSHPD _Concrete.Cylinders ·-·- _OSA _Cement -- _Specialty _ Mortar Samples _ Mechanical _ Grout Samples -- _Electrical _ Masonry Prisms -- _Roofing _ Masonry·Block _concrete _ Fireproofing _Masonry __ _ Units (block or brick) X. Struct Steel _Asphalt Concrete -- _ Prestress Cone _Roofing -·- _ Pile Driving _ Reinf. Steel --_ Fireproofing _Steel -- _waterproofing _H.S.Bolts ----A Non-Destructive _Tendon (PT Strands) _Soils Technician _Other -- _ Batch Plant _ Other -- _ Bolt Pull-Out _Other -- REMARKS PROJECT (Name)_U(idA_·~ ..... ~ ...... ------- (Address) _________ _ . C!Ml.,$tl~ C4 I REPORT NO. 05q-.7€>Z.O'"L --m Building Permit No. 9¥'-~-G.JJ/Ctt/O Plan File No·----'--~------------- Govt. Contract No.----,-------------- 0.SAor OSHPD #------------- Other__,.---'----------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST _._ Rinf.: Rebar _¼ 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: Typ~/psi _ Mortar Batching ___ Units: Block _ Electrode Storage _ Units: Brick Torque Applied .>(steel ~l)_i-~~~ _H.S.Bolts -/J2Jj_~ /hmCf.~~ "181" __ MetaJ·Decking X Electrodes ___ Fireproof[ng _Other _ Corrective action required __ __ Corrections completed ltt'lfl/10) QA/ Sfll: 7D ~--M>N'-dc-S7o/&'crzvc ~Al? CJr h/6Zl)~ _ 7l> ~ea/ ~~A-WO 1fc41??1e4 ·7iff672::-»»~sa3./.@e11bc'72 av' uel7Z/f- 6i>N1-c ~ ,,f~/N@.b@ d-S 7/14¾. Z o~ mis· /¢~ ~J?hiemf:"P //fA&a77c... /Jmae-./4v.<~ oc: &urr-:W,svb1. o,J {l,WmlV (!.,s,)-,.., ~ oJ , I ., Of' ~,-,,,v J fr;w/J/A/}, Z&1 2, 1; 7l;, Ml> 71~ ~ Colv&AJs. zg-lk¥1> z<z Ar 0«4Jntll :ze 17.I/C,& /L,,fl'e311 /G3t~) Co,Jt,md 72. t1r: &m :jP?l4::~; ltd /J1r tfb-,J:>.lf 15 /fo111MD 45 JJ&c: 3 (E:7JIIS £ef4e,r~ l · 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 /4}/t,,t,//hn L_ Y 0/11'..5 (Print Cleai\'ii INSPECTOR SIGNATURE-------,.......-"'----- Ps1-s-900-110(2J ..:rcgo W71..3 N~ C~RT. No.A1/J.5 ()w_r CJ8>9Df5<./ I -,· -::0:::. DATE_ JI /l2-,/9t TESTED FOR:Ut2ot.A A/}.) DATE: /I /r2., I qg Client Order No. Test Method Standard IJW.s Acceptance Standard /11,Jr Ccmfc~~£!71/r7) D;/ -"R/c ::f-,1-ce-s &u1>1;J 7Z Weld Identification 'hJ I REPORT OF ULTRASONIC INSPECTlqN- PROJECT: i.G*@o /A-/,/}) . OUR REPORT NO.: c)g;J _ JO 2.f) ? ~ ./I;, Z. trl 3 I Lab No. B5q Leng4// 11 Ultrasonic Unit /(,f//t,tr'KR/1/1¥12-U ~ -50 Serial No. ~ri/'? /1/£/,., iqq/,-_, Thickness · Location )\/,. / ~'f'"d~I C /, -, ~ ,, ... c'.) "'1!ou:.ez._ f&.~ Decibels .. Discontinuity Distance <ii Ill ·C: D C: (J .Q C: 2 Ill ~ ~ ... ,Q C: ~ .Q E"' -0 Ill C: Ill Ill ~. ~ j ... m 'c, ~ 0 (J 0 -0 u (J C: 0 ... Ill 0. ... "' j C: .2 --< j (J -a,-.2 C (J 0 .!!: ·-Ill -Ill .,_ ;; "§ (J ~ ~ -Ill -0 -0 > Ill> :: (J "O; .c: lt!g-g "' "'.c "'<I> .s~ a:.!!! ..:.!!! ~~ Cl ai E g>* 5 -"' .!!! .2 E C: -01 g-: From From 0 <I> ca en 0 C: Ill ·.; ... en -0 j ... C: <I> Ill :E u. c...!!! -= C: I-"' :U: ...J .a b C d ...J < 'i:i .e a :' X y t::-., ,,,_ IJ't t./1'/z.'' rx I. 1 ?1t? A .i /1J(J &I I '8. -12.!5 ., /,z. I.Vi~" 0 /l.'ll,. A I_;~ ,,,.,,. Jh"" "'1 I ~4' '' [><'. I J-k7D ll I ..;-a SI I "J I . WELD LOCATION AND IPEN IFICATION $KETCH C&t.. o;n A1 '72.. 5fl,tc.<;;S ,..,. -----.., f ~ 113h -... ---~. ("~ 1' L~f . .... .. (lndiCc'!te X-Y Markings) Technician:/, );t.,.l,/JtWvl LVo.xP::. Level-;!J;. Interpreter:~/. f.\/01)}:,. Level Technician: / Level ., REMARKS: 5/l/.(GS ·r:~o; W,121 AAck1/II~ l<WG • .::z:_;://)/CY->170,,V!:, fkeav; CtJ ff}/;/11 L..1/11;T3 ~p /JCCepmV<::e-~/Tl:i7u1 /l,V°;:, ~,14,,Q) 70 &E-.4r ,6,4~,,ua-~,Altr, WA-t.:(... mie-.e.M::-'35 a;::z .17;€ PsIA-soo-1s(1> 15 fJ.e:c' or ~-A/Uli),&32.''qz''s~ o,tJ fN lf,vfl> UteD ,tS 2tz/lo {biM., '/- I.S'' /,:~ ,'-/7_,,, D 37l-" I · . . Couplant ~A? (t ,t::;L,L,/ I ,1,0 ,<C.~ C~at1on ,_cks . ~G ~ Frequency 5 / I ~/Yl}-/,') - Surface 1 ~/4ditions ,4-c; jt ~~ . ·&· X-Y MARKERS ·use Leg I, II, or Ill ··Gain In dB .. Attenuation in dB a-b-c=d b-a-c=d Respectfully submitted, P?J~;;;:?=s, Inc. REPORT OF MAGNETIC PARTICLE INSPECTION TESTED FOR: L£0ci..A/IIIJ DATE: /t /JL /qy .. , OUR REPORT NO.: 05'j-702..0"Z- Client Order No. !Lab No. . 05q Test Method Standard A~n F/Jo9 . Production Stage In Process Final Qther: For Welds, Acceptance Standard /ls-rm e IJoCf Root Pass Equipment Identification M,IJ&AII/ W& Model No. \i'--7 Ac., , Serial No. SI 7 ZS-0 Producyor~ Type of Material !Drawing. N.o. Intermediate V Technique: Wb"£4)( J/G3 £1,t:;oo . Final Pass /l Complete Applicable Sections l--~--""'C..=~---.l-lw..::;::.=,.,~~~-'-,-----,-1_~-"-'-----'--'-~="-'-=-;;__---~~=-~ ~ w~~~ Product/Weld Identification lfi,.,/. ~ () .. , . /I-IX ic/, 'T'f) • 0• ·' rto Ix' / ' -- Defect Location or RemarRs . ( ,}I Dry Method Fluorescent Visible Coil/Cables Head Shot Prod Method Yoke Method Current ~ ACX DC_ Amperage .. _ ..... N~~"'--)4 ____ _ UV Meter No. -'-''-'J'L~'----- .__ ______ __,___..----1-__,____,_ ___ -+--+-___,__-+------------------Set-Up/Location Sketch *The UV Intensity was verified at the prescribed intervals: Yes No ..&.NotApplicable Technician: tJ1l-l.-/An-i LVo,cl<. Level ::Ir Interpreter: /,J, LI.I 0,11<. Level JT Technician: . Level , REMARKS: f ~ / o D ?-o o,.c e11w h/c:;-z.,,'b, /./1p£" ~ICG::> C,;,/ (}o~t,tm;/ \? z_ Jvat.c lfc_5,r; Ur ;:Jp~, Respectfully submitted, PSI tJ~~ PSI A-500-14 (2) l ;/ Information • ®To Build On Engineering • Consulting • Testing CLIENT_k~~~-0 ___ _ Page_1_of _!_ INSPECTION REPORT PROJECT (Name) . Leso }Lfty-1. cl DATE-~l~Q)~-~15_-_,_c::; ___ 2'. __ (Address)_--=----------,,-- C+,e.kRrt-D r a - Architect ____ H~_o----'~-------'------'---'---'-- REPORT NO. __ ____,-,~0~2-.......d__,.:2..-:_--~9_5'.._S_ Building Permit No. ___ q,._,g..,___._J_g_,_4-f--'Q-.<.-___ _ Plan File No. _________________ _ Engineer ___ ___.._vY'l __ .,,.-"-J-YY).&-...:..___._ _______ -"--_ Govt. Contract No.-------------- Contractor. ___ l5~___,13 ___ {!., _____ ~~~-OSAor OSHPD .J.: · Other . 0 , t&..LS r:i:e., INSPECTION MAT'L SAMPLING QTY MATERIAL ~SCRIPTION INSPECTION CHECKLIST _OSHPD _)L Concrete Cylinders .to-~ Plan & Specs I _k_ Rinf.: Rebar f WI I} t,cC I _OSA _Cement ,_ Rinf.: W.W.F. ~ Clearances I --I _Specialty _ Mortar Samples _ Rinf.: Tendons .JQ_ Positions l -- _Mechanical _ Grout Samples --..Jj_ Conc.:Mix#/psi-~D'3a:J',., 1,,.,,,,-~Sizes _ Electrical _Masonry-Prisms _ Cone.: Mix #/psi / _}S,_Laps I f _Roofing _ Masonry Block _ Cone.: Mix #/psi . _ Future Continuity #/psi I -- Lconcrete _ Fireproofing --_ Grout: Mix #/psi _£_ Consolidation _Masonry _ Units (block or brick) _ Mortar: Type/psi _ Mortar Batchinn ; _ struct Steel -. _Asphalt Concrete _ Units: Block _ Electrode Storage _ Prestress Cone _Roofing _ Units: Brick _ Torque Applied i I _ Pile Driving _ Reinf. Steel _Steel I _ Fireproofing _._Steel _H.S.Bolts i --I ! _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 Lse~c:Wb ±he ~A)~CJ ocT\ sfe£"L 1~i4:lf.a:r10&> ) J;,D-fwc;, CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the rep_orted 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. · INSPECTORNAMEn~ K~A:6~ J:C.,'i3t) CERT. NO. 3S:3 g :0 (Prt~ INSPECTOR SIGNATUR,ba_; b,.:,: ,(_ PSI-B-900-170(2) . I DATE _ __,,__,Lo=-· _-..,...1:::,_-,-+~---------- · l ra~ 'iJ 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: September 13, 1998 OUR REPORT NO.: 059-70202-960 FIELD DATA: LOCATION OF PLACEMENT OUTSIDE ROLLERCOASTER CAISSON #90 PERMIT # 98.--1940 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % October 13, 'i998 04:15 pm 72 AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F 74 DATE RECEIVED IN LAB October 14, 1998 FIELD DATA SUBMITTED BY PSI\DAN RAMAGE MIX DATA SUBMITTED BY PALOMAR Truill'SIT MIX SUPPLll:R DELIV~RY TICKET NO.fr~UCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTl,JRE HO.IE:.AEELIC.AaLE ASTM STANDARD$.!.1N~QIJ:IEBWISE INDICATED· SLUMP· C14H!01:.AIR..CQNIENT· C2_31·i1b· TEMPERATURE· C1064-BBC93)· CAPPING· COMPRESSION TEST RESULTS ASTMC39-94 PALOMAR TRANSIT MIX 862090· 303006 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 18016 A 7 10/20/98 49000 6.00 28.27 1730 Cone 18016 B 7 10/20/98 46000 €5.00 28.27 1630 Cone 18016 C 28 11/10/98 18016 D 28 11/10/98. 18016 ·E SPECIFICATIONS 28 3000 REMARKS: X Cylinders made by PSI re·presentative. 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 apj)licable 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 A 0 ND MAY NOT BE INDICATIVE 6FirHE 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, ~;71• fndusmes, Inc. D~VID J. ~y~ DISTRICT MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge O:rive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ·l ra~ 'ii/ Information lf!.:11• ®To Build On Engineering • Consulting • Testing REPORT OF C.ONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CAT.TLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARL$BAD, CALIFORNIA CARLSBAD, CA 92008 DATE: September 13, 1998 OUR Rl;PORT NO.: 059-70202-961 FIELD DATA: LOCATION OF PLACEMENT OUTSIDE ROLLERCOASTER CAISSO~ #79 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % October 13, 1998 ,05: 00 pin '.4 1/2 AIR TEMPERATURE, °F . 7 0 CONCRETETEMPERATURE, °F 76 DATERECEIVEDINLAB October 14, 1998 FIELD DATA SUBMITTED BY PS:t\DAN RAMAGE MIX DATA SUBMITTED BY PALOMAR TRANSIT MIX .SUPPLll;:R DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATl;:R FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NQIE:..Aeel.JCA8lE.ASIM.rnOAB~.JmLESS OTj:JEBWISE INDICAIEQ:.S~3-90a· AIR CONTENT· C231-91 b· I_EMPERATURE· C1084-BB(1131· CAPPING· 01231-93. SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 18018 A 7 18018 B 7 18018 C 28 18018 D 28 18018 E SPECIFICATIONS 28 COMPRESSION .TEST RES0LTS ASTMC39-94 TOT,AL CYLINDER DATE'OF LOAD DIAMETER TEST (LBS.) (IN.) .. 10/20/98 48000 6.00 10/20/98 46500 6.00 11/10/98 11/10/98 CYLINDER COMPRESSIVE . AREA STRENGTH (SQ.IN.) (PSI) 28.27 1700 28.27 l640 3000 PALOMAR TRAN$IT MIX 862096 ~03006 TYPE OF BREAK Cone Cone REMARKS: .K_ Cylinders made by PSI representative. Cylinders picked up by PSI ~-representative, Test results comply with applicable specifications. Cylinders made by Arcl:titect's or Contracto(s representative. TECHNICIAN: DAN RAMAGE Cylinders delivered to PSI laboratory. · Test results do not comply with applicable specifications. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPL y 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 · t •,. .r!' iJ Infr;mnation ~.,. ®To Build On Engineering • Consult(ng • 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· 19, 1998 · PROJECT: LEGOLA:ND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-965 LOCATION OF PLACEMENT CASTLE HILL OUTSIDE COASTER CAISSON #59 DATE PLACED· TIME SLUMP, IN. ocuober 19, 1998 t1 • t 04 :3Gl pm , SUPPLIER DELIVERY TICKET NO./TRUCK NO. PALOMAR TRANSIT MIX. 863'694 4 1/2 AIR CONTENT, % AIR TEMPERATURE, °F 70 CONCRETE TEMPERATURE, °F 7 5 MIX NUMBER AND PROPORTIONS 1 303006 CEMENT WATER DATE RECEIVED IN LAB Octobe:i;-20, 1998 FINE AGGREGATE 1 COARSE AGGREGATE ADMIXTURE FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY DAN RAMAGE PALOMAR TRANSIT MIX tiOTE· APPLICABLE ASIM STANDARDS UNLESS OTHERWISE INDICATED· SLUMP· C14?·90a· AIR CONTENT· C231·91b· TEMPERATURE· C1064·86'93)· CAPP!NG· C12_31·93, COMPRESSION TESTRESULTS SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 18046 A 7 10/26/98 18046 B 7 10/26/98 18046 C 28 11/16/98 18046 D 28 11/16/98 18046 E SPECIFICATIONS 28 REMARKS: ~ Cylinders made by PSI re~resenlative. Cylinders made by Arcbitect's or Contracto(s representative. ASTMC39-9<1 ·. TOTAL CYLlf:jDER LOAD DIAMETER (LBS.) (IN,) 56000 6.00 58000 6.00 . Cylinders picked up by PSI -~ representative. Cylinders delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN:) (PSI) TYPE OF BREAK 28.27 1980 Cone 28.27 2050 .. Cone 3000 Test results·com·ply with applicable specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. ' TECHNICIAN: DAN RAMAGE Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CI1Y 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 lndustrie_s, Inc. ~t'~ 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 •,.~•1 Information ~.:,• ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES .INC 56001 AVENIDA ENCINAS SUITE 130 PROJ~CT: LEGOLAND T~EME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: September 19, 1998 OUR REPORT NO.: 059-70202-964 FIELD DATA: LOCATION OF PLACEMENT CASTLE HILL OUTSIDE COASTER ½AISSQN #80 PERMIT# 98-1940 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 October 19, ·19-98 04:50:pm 5 70 77 October-20, 1998 PSI\DAN RAMAGE PALOMAR TRANSIT MIX SUPPL!~ DELIVER;Y TIC.KET NO./rRUCKNO. MIX NUMBER AND PROPORTIONS CEMENT ' WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RESULTS ASTMC39-94 PALOMAR TRANSIT MIX 863696 303006 SPECIMEN TEST TOTAL CYLINDER CYLINDER ·COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 18047 A 7 10/26/98 18047 B 7 10/26/98 18047 C 28 11/16/98 18047 D 28 11/16/98 18047 E SPECIFICATIONS 28 REMARKS: )~. Cylinders made by PSI representative. Cylinders made by Architect's or Conlraclo~s representative. TECHNICIAN: DAN RAMAGE LOAD DIAMETER (LBS.) 56000 53000 •. Cylinde"rs picked up by PSI :X:_ representative. (IN.) 6.00 6.00 Cylinders delivered lo P$1 laboratory. AREA STRENGTH (SQ.'IN.) (PSI) TYPE OF BREAK 28.27 1980 Cone 28.27 1870 Cone 3000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. Respectfully submitted, Professional Service Industries, Inc. cc: LEGOLAND ( 4) , BERNARD BROTHERS, H. 0 •. K. , CITY OF CARLSBAD ~~r/_ 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 AGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 lL l iiJ Information ~ • ,,To Build On Page_1_of_L Engi11eering • Consutting • Testing INSPECTION REPORT cuENT_ ..... L::;;...;e=--.-G:..::o;._.._ __ _ DATE-/~l--/~J'.--_9~5{ __ _ Architect ___ /_d,_.6~/(._·0_--------- Engineer_---i1t..-1/J1"-t-'4c,........../4_Vl ___ ~---- Contractor. ___ 7J,..._~6 ... ·'--"'{_ ________ ..,.......~-- 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 __ Asph,;1lt Concrete ---- __ Prestress Cone __ Roofing __ Pile Driving ___ Reinf. Steel -- __ Fireproofing __ Steel __ Waterproofing _· _ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician _. _Other • __ . _ __ Batch Plant _:t_Other/Jrr,:J 511t:J,1C _3_ __ Bolt Pull-Out __ Other -- REMARKS PROJECT (Name)_-...... &-=-,?-{) :..,_~.........,__;_c/.,____· __ (Address)7 ~ · <1 c;;;;itM-t) ,r (,1- Rl;PORT NO. __ __,Z'--"a ......... t__..,,O~L'-----'-~-U_··, :;-_-,_z...._ Building Permit No. ___ _.9_8_.;..../ 'i_._;1./_0 _____ _ 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 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 il'!spected only and does not constitute engineering opin- ion or project control. --· INSPECTOR SIGNATURE--l-_,1!,:£::::::7-~~~:::ll~A-- Ps1-s-soo-110<2> CERT. NO, 5$:"J 7 t DATE_,____,_/-=-2--L-/7,L__~....JJL..J?"'-------- l _ ;/ Information • .ToBuildOn Page_1_of_ Engineering • Consulti~g • Testing INSPECTION REPORT . / PROJECT(Name) __ . ~le---'G-,;_.;:CJ'"'""~-=~_.,_-~d=-_·_ CLIENT l.eG6 DATE 12-1~-<:[.:g Architect ;-I 6 ~ Engineer J/J,Ja 1/J// Contractor. ~Be 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 )r; Other .,YP A7 l Hll.Y 1t IC. Le __ Bolt Pull-Out __ Other -- REMARKS ~ l ~ .. 'NO (Address) _ __,,.. _______ .,,,...._ 6H-ls ~-3= REPORT NO. 7cr2 c;:::z._. -/0 .$'/ Building Permit No. _ff~_-_1_·~~'~¥_-_o ____ ~--- Plan File NO,----~----------- Govt. Contract Ne;>.-----...,.--------- OSA-or OSHPD #---'----'-----------,--- Other-~------------------ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar ~ Plan & Specs --. Rinf.: W.W.F. _ Clearances __ Rinf.: Tendons _ Positions __ Cone.: Mix #/psi _Sizes __ · Cone.: Mix #/psi ___ Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi __ Consolidatio,:i __ . Mortar: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage _._ Units: Brick _ Torque Applied --~teel . . --H.S. Bolts ·_. _ Metal Decking _._ Electrodes __ Fireproofing i _Jg_ Other Qv t IL~ c:. . _._ Corrective action required __ _ Corrections completed CERTIFICATION OF.COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers th!:) locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTORNAME . L/4-,, ~I'/<, 9 INSPECTOR SIGNATUR~~2'£I ,R PSl-6-900-170(2) . / d DATE __ ----1/'--"'2~1-_,_,1L ...... ~_.-__,_'fc...,.__ ____ _ L l ·•1 Information • ®To Build On · Page_1_of _J._ Engineering • Consulting • Testing INSPECTION REPORT CLIENT___,,,Le=·=-4(1_,L..J,,<;o----'-___ _ DATE_+-/--=2'--_._!_S""_-_7--"-'-'3 __ 7 Architect __ _..,._t-/-4--6""--'A'-=C'-------e..----- Engineer __ _.yY/,___+-""i:---"11:'.J--'---''----------'----- Contractor. __ l5 __ .... T_$(..._._, ---------'-'-- INSPECTION MAT'L SAMPLING QTY __ OSHPD PROJECT (Name) Leao!~ d· (Address) ~l~:------r-/4~-?> -------:z-. REPORT NO. . 7 0-Z...e-t.-·-//)a Building Permit No. 9 '1' I -9 l./ o 7 Plan File No. ________________ _ Govt. Contract No. _____________ _ OSAorOSHP!,. ·7=...,_.. Other . (JuT3 1.h,.il 6,~~- MATERIAL DESCRIPTION INSPECTION CHECKLIST ~Concrete Cylinders --_ Rinf.: Rel:Jar ~ Plan & Specs _OSA __ Cement ---. Rinf.: W.W.F. _ Clearances __ Specialty __ Mortar Samples --· _. _ Rinf.: Tendons _ Positions _ Mechanical __ Grout Sampl~s --_ 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 -. _ Rein!. Steel _Steel __ Fireproofing __ Steel --_HS.Bolts __ Waterproofing __ . H.S. Bolts --_ Metal Decking __ Non-Destructive __ Tendon (PT Strands) --_ Electrodes. __ Soils Technician __ Other ' _ Fireproofing -~ __ Batch Plant ..25L Other tJfo.Q -StH!-l J.JK.-3 ~ Other a ~UG'i.-l,._ _ Corrective action required __ __ Bolt Pull-Out __ Other _ Corrections completed REMARKS 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 do·es not constitute engineering opin- ion or project control. · INSPECTOR NAME _~j)--'--'"-'-~'--"-'=--'i>J=,..-£.;~~=}K..,__·· ---'. ,___' Q+c=-_ '0/1 """'i2c_, y INSPECTOR SIGNATURE~,: Lg PSI-B-900-170(2) ( 0 CERT. N0.---,,,!3~-S-::-==5:.....,j!....l,f.____;:_~~7):;___#---=3:.....cS,.,.,_--_,_/ __ _ DATE--~'G=-..-,_/_._5_-__,_5=-?5 _____ _ l •J /,formation I:!. • .ToBuildOn .. Page_1_of _t_ Engineering • Consulting • Testing CLIENT-k~,f:.....,)O.A-//"--L.~....__.__,,,_-f--_ INSPECTION 'REPORT PROJECT(Name),~'-C"-'"'--G~o~(~..!.-..K:----....-- DAT,__E _ __,_( ---=L:.....J9.__-_9...L.-L.9 __ _ Architect ___ r___,_/_O_ ...... ~===~--------'-- (Address)__,,...---------....--(1:~ 'SJ\A~ J c; . REPORT NO. / t; 20 L -/0.73 Buiiding Permit No. 9?' -. lf'i/0 Engineer ___ M_~_cJ..,__(V\1--~--------"-- Plan File N0,--------------'---- Govt. Contract No. __ ___, ___________ _ Contractor. __ n>_,_1--=-_,l)~_,,C __ ./ ---~----'--'---OSA-oroa:s. D~ • _· Other _ w_ ,;De:: -z.. 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 _,x.concrete __ Fireproofing --__ Grout: Mix #/psi _· _ Consolidation __ Masonry __ Units (block or brick) ·_ Mortar: Type/psi _ Mortar Batching I __ Struct Steel __ Asphalt Concrete -·--_ Units: Block _ Electrode Storage __ Prestress Cone __ Roofing --·-_. __ µnits: 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 t __ $oils Technician __ Other --_ Fireproofing . · __ Batch Plant __ Other J. ~r -/.). ~~hr'l?,,;.7t-fl'. Corrective action required __ __ Bolt Pull-Out __ Other -·---cAT's'L0,,,,t-' ~..Q'.sj _ Corrections completed REMARKS 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 SIGNATU ~..,_...c...c:==,---jp::...J...:::;1:..6,..a~~5.,. PSI-B-900-170(2) CERT. No._·_5_.L..,S""j.L-/-/'----------- DATE ___ -4/.__-_Z._,_'f_-_.'f__,'7'-------- · · t • .. ~ •1 Information ~_,• ®ToBuildOn- Engineenng • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJ.ECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: September 17, 1998 REVISION #3 OUR REPORT NO.: 059-70202-891 FIELD DATA: LOCATIONOFPLACEMENT OUTSIDE ROLLER COASTER RETAINING WALL PILASTER F-81 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATU~E, °F September 07, 1998 06:30 J;?ffi 5 1/2 80 SUPPLIER, DELIVERY TICKET NO.frRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER CONCRETE TEMPERATURE, °F 90 FINE AGGREGATE COARSE AGGREGATE ADMIXTURE DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY September 09, 1998 PSI\DAN RAMAGE NELSON & SLOAN tlOTE· APPLICABLE ASTM STANDARDS.UNLESS OTHERWISE INDICATED· SLUMP: C143:90a· AIB CONTENT· C231-91b: TEMPERAIVFjE· C1064-86[Y3)· <:;APPING· C1231-93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 17768 A 7 17768 B 29 17768 C 29 17768 D 60 SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (lBS.) (IN.) 09/14/98 33000 6.06 10/06/98 66000 6.00 10/06/98 64000 6.00 11/06/98 CYLINDER COMPRESSIVE AREA. STRENGTH (SQ.IN.) (PS!) 28.27 1170 28.27 2330 28.27 2260 3000 PALOMAR READY MIX 8528·20 303006 TYPE OF BREAK . Cone Cone Cone REMARKS: X Cylinders made by PSI representative. Cylinders pic_ked up by PSI X representative. Test results comply with applicable specifications. Cylinders made by Architect's or Contractots representative. Cylinders delivered to PSI laboratory. X 28-day break does not meet specification requireme Will hold 1 cylinder for 60-day break TECHNICIAN: DAN RAMAGE 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 NOT 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: MR. DAVID CATTLE LEGOLAND ESTATES +NC 5600 AVENIDA ENCINAS SUITE l.30 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: August l.9, l.998 REVISION #2 OUR REPORT NO.: 059-70202-845 FIELD DATA: LOCATION OF PLACEMENT CASTLE INN BUILDING -CASTLE INN SCREEN WALL FOOTING SUPPLIER DATE PLACED TIME SLUMP, IN. August l.l., l.998 08:05 am 3 l./2 DELIVERY TICKET NO.frRUCK NO. MIX NUMBER AND PROPORTIONS AIR CONTENT, % 82 CEMENT WATER AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED·BY 89 August l.2, l.998 PSI\DAN RAMAGE NELSON & SLOAN FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NQIE· APPLICABLE ASTM STANDARD$.UW.~~D: SLUMP· CH3-9Da· AIR CONTENT· C231-91 b· TEMPERATURE· C1D64-86193)· CAPPING· c1231.g3 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) l.7562 'A 7 l.7562 B 28 l.7562 C 28 l.7562 D 60 SPECIFICATIONS 28 COMPRESSION TEST Rl:SULTS ASTMC39-94 TOTAL 'CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) . \IN.) 08/l.8/98 65000 6.00 09/08/98 72000 6.00 09/08/98 87000 6.00 l.O/l.0/98 89500 6.00 CYLINDER AREA (SQ. IN.) 28.27 28.27 28.27· 28.27 REMARKS: ,K Cyiinders made by PSI representative. Cylinders picked up by PSI ,K representative. Cylinders made by Architect's or Contractor's representative. Cylinders delivered to PSI laboratory. 60-day break meets 28-day specification requirement TECHNICIAN: DAN RAMAGE 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 REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL S~RVICE.INDUSTRIES, [NC. PSI A-200-4 (4)F COMPRESSIVE . STRENGTH (PSI) 2300 2550 3080 3170 3000 NELSON & SLOAN 721035 522 TYPE OF BREAK Cone Cone Cone Cone Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 "l"' .;!'i/ 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 CARLSBAD, CA 92008 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA DATE: September 13, 1998 REVISION #2 OUR REPORT N0.:059-70202-960 FIELD DATA: LOCATION OF PLACEMENT OUTSIDE ROLLERCOASTER CAISSON #90, PERMIT# 98-1940 DATE PLACED TIME October 13, 1998 04:15 pm SUPPLIER PALOMAR TRANSIT MIX DELIVERY TICKET NO. /TRUCK NO. 8 6 2 0 9 0 SLUMP, IN. MIX NUMBER AND PROPORTIONS 3 0 3 0 0 6 AIR CONTENT, % CEMENT WATER AIR TEMPERATURE,°F CONCRETE TEMPERATURE,°F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 72 74 October 14, 1998 PSI\DAN RAMAGE PALOMAR TRANSIT MIX FINE AGGREGATE COARSE AGGREGATE ADMIXTURE LABORATORY NUMBER 18016 18016 18016 18016 18016 SPECIFICATIONS REMARKS: COMPRES_SION TE$T RESULTS ASTM C39-94 SPECIMEN TEST IDENTIFICATIO AGE DATE OF OR SET NO. (DAYS) TEST A 7 10/20/98 B 7 10/20/98 C 28 11/10/98 D 28 11/10/98 E 60 12/12/98 28 E_ Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 4900.0 6.00 46000 6.00 '78000 6.00 75000 6.00 105000 6.00 Cylinders picked up by PSI E_ representative. Cyllnders dellvered to PSI laboratory. 60-DAY BREAK MEETS 28-D~Y S:i?Edil . ,~,~JC:t N E~1J ~~~~ ·,;=e~· ~.J'~ ·. ~f fl IJ ~ TECHNICIAN: DAN RAMAGE CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 1730 Cone 28.27 1630 Cone 28.27 2760 Cone 28.27 2650 Cone 28.27 3710 Cone 3000 X Test results comply with appllcable specltlcations. Test results-do not comply with appllcable specltlcations. ~ Respectfully submitted, Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ~K#E-TllESE Tl;ST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLl:5:STED AND MAY NOT BE INDICATIVE OF THE ENTIIIDNCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHO\YRITTEN PERMISSION BY PROFESSIONAL SERVICE lNDUSfRlEJS,C. 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 ,; l.., ~•, Information ~~• .To Build On Engineering • Consulting • Testing REPORT OF GROUT COMPRl;SSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA DATE: December 15, 1998 OUR.REPORT NO.:059-70202-1044 FIELD DATA: LOCATION OF PLACEMENT NON-SHR;I:NK GROUT COASTER COLUMN BASES DATE PLACED TIME FLOW, SEC. AIR CONTENT, % AIR TEMPERATURE,°F GROUT TEMPERATURE,"F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY SPECIMEN ·December 15, 1998 02:30 pm 70 December 17, 199-8 PSI\DAN RAMAGE QUIRSET SUPPLIER PROPORTIONS CEMENT WATER FINE AGGREGATE ADMIXTURE COMPRESSION TEST RESULTS ASTM C109-93 TEST TOTAL CUBE CUBE LABORATORY IDENTJFICATIO •1 AGE DATE OF LOAD SIZE AREA NUMBER OR SET NO. (DAYS) TEST (LBS,) (IN;f (SQ. IN.) 18504 A 7 12/22/98 33200 2.00 X 2.00 4.00 18504 B 28 01/12/99 18504 C 28 01/12/99 SPECIFICATIONS 28 QUIRSET -- COMPRESS IV!• STRENGTH (PSI) TYPE OF BREAK 8300 Cone 13000 REMARKS: X Cubes made by PSI representative. X Cubes picked up by PSI 'representative. Test results comply with appllcable specifications. Cubes made by Architect's or Contractor's representative. Cubes dellvered to PSI laboratoiy. Test results do not comply with appllcable specifications. TECHNICIAN: DAN RAMAGE cc : LEGOLAND ( 4) , BERNARD BROTHERS, H_. 0. K. , CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLEJ:ESTED AND MAY NOT BE INDICATIVE OF THE ENTIR!l.\TERJAL PI..ACEMENT. REPORJ'S MAY NOT BE REPRODUCED, EXCEPT IN FULL. WITHOIYRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTR!EJ&C. PSI A-200-31 F Respectfully Submitted, ~o;;;rvi e Industries, Inc. DAVID ~~AN<--J.,~~ DISTRICT MANAGER Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • f:'hone 619/455-0544 • Fax 619/455-1170 -,, · · t.,. ~ ;/ I,iformation ~.,,. ®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 9200$ September 13, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #2 OUR REPORT NO.: 05 9-7 02 02-961 LOCATION OF PLACEMENT OUTSIDE ROLLERCQASTER CAISSON #79 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE,°F October 13, 1998 05: 00 pm. 4 1/2 70 CONCRETE TEMPERATURE,°F 7 6 DATE RECEIVED IN LAB October 14, 1998 FIELD DATA SUBMITTED BY PS I \DAN RAMAGE MIX DATA SUBMITTED BY PALOMAR TRANSIT MIX SUPPLIER PALOMAR TRANSIT MIX DELIVERYTICKETNO./TRUCKNO. 862096 MIX NUMBER AND PROPORTIONS 3 0 3 0 0 6 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TE~T RESULTS ASTM C39-94 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY lDENTIFICAT!O AGE DATE OF WAD DIAMETER AREA STRENGTH TYPE OF BREAK NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN.) (PSI) 18018 A 7 10/20/98 48000 6.00 28.27 1700 Cone 18018 B 7 10/20/98 46500 6.00 28.27 1640 Cone 18018 C 28 11/10/98 81000 6.00 28.;27 2870 Cone 18018 D 28 11/10/98 76000 6.00 28.27 2690 Cone 18018 E 60 12/12/98 106000 6.00 21:,l .27 3750 Cone SPECIFICATIONS 28 3000 REMARKS: K Cyllndcrs made by PSI representative. Cyllnders picked up by PSI K representative. X Test results ~omply with appllcabie speclflcatlons. Cyllnders made by Architect's or _ Contractor's representative. _:, Cyllnders dellvered to PSI· laboratory. Test results do not comply with appllcable speclflcatlons. 60-DAY BREAK MEETS 28-DAY SPECIFICATION REQVIREMENT ~ t:~ . TECHNICIAN: DAN RAMAGE r: .. (£:-,,, . ~~ . ,.. . ' . > ~ • > >. -1/ j [• (},.,._ c ON t ~-~espectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, '"· · -r/ -~ssion~Servi ndustries, Inc. H.O.K., CITY OF CARLSBAD 't) c.J 1 TiiESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLm:sTED AND MAY NOT'BE INDICATIVE Of THE ENTl~NCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHO\YRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIEl&C. PSI A-200·4 (4}F DAVID J. RYAN, RCE 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 •'~'i/ lnfonnation ~~• ®To B14ild 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 29, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA . REVISION #1 OUR REPORT NO.: 059-70202-933 LOCATION OF PLACEMENT RETAINING WALL FOOTING NORTH ROLLER COASTER DATE PLACED TIME SLUMP, IN. August 22, 1998 04:30 pm SUPPLIER DE;LIVERY TICKET f':JO./TRUCK NO. MIX NUMBER AND PROPORTIONS PALOMAR TRANSIT MIX 848504 3 AIR CONTENT, % AIR TEMPERATURE, °F 77 CONCRETE TEMPERATURE, °F 84 DATE RECEIVED IN LAB August 24., 1998 FIELD DATA SUBMITTED BY PSI\DAN RAMAGE MIX DATA SUBMITTED BY PALOMAR TRANS IT MIX CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASIM STANDARDS UNLES_S OTHERWJSE INDICATED· SLUMP· C143-P0a· AIR-CONTENJ:· C231·91 ~-IEMPEBATUeyE· C1064-_86(93)· CAPPING· C1231·93 ·COMPRESSION TEST RES UL rs 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) 17621 A 7 08/29/98 60000 6.00 28 ;27' 2120 17621 B 28 09/19/98 85000 6.00 28.27 3010 17621 C 28 09/19/98 83000 6.00 28.27 2940 17621 D 60 10/21/98 95000 6.00 28 .27 3360 SPECIFICATIONS 28 3000 303006 TYPE OF BREAK Cone Cone Cone Cone 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 Contracto(s representative. Cylinders delivered to PSI laboratory, 60-DAY BREAK MEETS 28-DAY SPECIFICATION TECHNICIAN: DAN RAMAGE Test results do not comply with applicable specifications. 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 REPROOUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE IND)JSTRIES, 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 dustries, Inc. ·l •'~iJ 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 DATE: FIELD DATA: CARLSBAD, CA 92008 .September 29, 1998 REVISION #1 OUR REPORT NO.: 05~-70202-931 LOCATION OF PLACEMENT ROLLER COASTER RETAIN WALL FOOT:CNG SOUTH DATE PLACED TIME SLUMP, IN. August 22, 1998 06:00 pm 3 SUPPLIER DELIVERY TICKET NO.{rRUCK NO. MIX NUMBER AND PROPORTIONS PALOMAR TRANSIT MIX 303006 AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECl;IVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 75 85 August 24, 1998 PSI\DAN RAMAGE PALOMAR TRANSIT MIX CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NQIE: APPLICABLE ASIM SIANDARDfillNL.E~_QJ:tjEfiWJ_S.EJNQJCAil;D:m.l,!Mp· C143-90a· AIB CQNIENI· C231-9Jb· TEMPERATUflE· C1064-B6f93}""CAPPING· C1231-93 _ 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 17622 A 7 08/29/98 17622 B 28 09/19/98 17622 C 28 09/19/98 17622 D 60 10/21/98 SPECIFICATIONS 28 REMARKS: _.K Cylinders made by PSI representative. Cylinders made by Architect's or Contracto~s representative. 68000 80000 78000 85000 Cylinders picked up by PSi ~ representative. 6.00 6.00 6.00 6.00 Cylinders delivered to PSI laboratory. 28.27 2410 Cone 28.27 2830 Cone : 28.·21 2760 Cone 28.27 3010 Cone 3000 Test results comply with applicable _.K specifications. Test results do not comply with applicable specifications. 60-DAY BREAK MEETS 28~DAY SPECIFICATION REQUIREMENT NFO TECHNICIAN: DAN RAMAGE C cc: LEGOLAND ( 4) , BERNARD BROTHERS,· H: 0. K. , CITY OF CARLSBAB 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 MS Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 EsGi 1. C·orporatlon 'l.n P~rsliip Witli {jovernment for 'lJuifaing Safety DATE: July 10, 1998 · JURISDICTION: Carlsbad PLAN CHECK NO.: 98-1940 PROJECT ADDRESS: 1 Lego Dr. SET: II PROJECT NAME: Castle Coaster Exterior Footings & ~etaining Wall ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitt~d herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. 1he plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: r;gi Esgil Corporation staff did not advise the applicant that the plah check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been ·completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person D REMARKS: By: Kurt Culver Esgil Corporation D GA D CM . D EJ D PC Enclosures: 7/8/98 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 ,, · EsGil Corporation 'l.n Partnersliip witfi {jovernment for '.Builaing Safety DATE: June 29, 1998· JURISDICTION: Carlsbad PLAN CHECK NO.: 98-1940 PROJECT ADDRESS: 1 Lego Dr. SET:I D APPLICANT ?@JURIS. D PLAN REVIEWER D FILE PROJECT NAME: Castle Coaster Exterior Footings & R~taining Wall D The plans transmitted herewith have been corrected where nece~sary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencie$ identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected ahd resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until ·correctedplans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ~ The applicant's copy of the check .list has been sent to: John Peruzzi 5342 Armada Dr. Carlsbad 92007 D Esgil Corporation staff did not advise the applicant that the plah check has been completed. ~ Esgil Corporation staff did advise the .appli~ant that the pian check has been completed. · . Cft'Q · '5 3 toc::i Person contacted: John Peruzzi ~'-~Telephone#: (760) 804-8344 x 103 Date contacted: LO,! z__tJi (by:·TS ) · Fax #: -7950 MaiL--Telephone--Fax...-· In Person D REMARKS: By: Kurt Culver Esgil Corporation D GA D CM D EJ D PC Enclosures: 6/22/98 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 98-1940 June 29, 1998 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: .1 LegQ Dr. DATE PLAN RECEIVED BY ESGIL CORPORATION: 6/22/98 REVIEWED BY: Kurt.Culver FOREWORD (PLEASE READ): PLAN CHECK NO.: 98-1940 DATE: REVIEW COMPLETED: June 29, 1998 This plan review is limited to the technical requirements contained in the U11iform Building Code, Uniform Plumbing C_ode, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation. and disabled access. This plan ·review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. · The following items listed need clarification, modification or change. All items. must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. · 1. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. 2. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revis~d plans. 3. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If.there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? · . D Yes D No 4. Please provide structural detailing for the special wall designed-on sheet 27, etc. of the calculations. 5. Specify on the plans the need for special inspection for the caissons, concrete1 etc. 6. The jurisdiction has contracted with Esgil C'orporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan .review for your project. If you have arty questions regarding these plan review items, please contact Kurt Culver · at Esgil Corporation. Thank you. Carlsbad 98-1940 June 29, 1998 VALUATION AND PLAN CHECK FE:E . JURISDICTION: Carlsbad PREPARED BY: Kurt Culver BUILDING ADDRESS: 1 Lego Dr. BUILDING OCCUPANCY: Wall BUILDING PORTION BUILDING AREA . (ft. 2) - - Air Conditionino Fire Sprinklers TOTAL VALUE .. . PLAN CHECK NO.: 98-1940 DATE: June 29, 1998 TYPE OF CONSTRUCTION: Cone. VALUATION VALUE MULTIPLIER ($) . .. . . .. D 199 UBC Building Permit Fee rg] Bldg. Permit Fee by ordinance: $ D 199 UBC Plan Check Fee rg] Plan Check Fee by ordinance: $ -·.-....=-= Type of Review: rg] Complete Revi~W D Structural Only ~ Hourly D Repetitive Fee Applicable . D . Other: Esgil Plan Review Fee: $ 261.45 Comments: Foundation review: Esgil fee = 3 hrs. @ $87. t5/hr .. Sheet 1 of 1 macvalue.doc 5196 PLANNING/ENGINEERINC .APPROVALS ~ PERMIT NuiUu:1ER ca 9S /9t/o ADDRESS !J._ L-£60 .(),&1ve RESIDENTIAL RESIDENTIAL ADDITION MINOR (<$10,000.00) DATE ~-2Z-98 TENANT IMPROVEMENT · PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLACE FAIRE COMPLETE ·OFFICE BUILDINC Li£Go l.,q-,v'<) - OTH~R C'4srt£ COA-;syg ExTEho& fc)UAJ4f[TKJ,,J ~,fi:r/~~ PLANNER~~ DATE. G-:-22=5?8 / DDC$/MISforms/Plannln!il Engineering Approvals lz z I ~ r _..,, ~ MARTIN & MARTIN, INC. <( Structural & Civil Engineers I ~------~-7_Bo_1_M_iss_io_n c_en_te_r c_t._#_4o_o __ sa_n_Di_eg_o, _cA_8_21_o_s __ Ph_on_e _(6_18_) 4_87_-2_1 _1 s __ F_ax_[6_18_J _48_7-_04_28_ I I I I I I I I I I I I I I I I STRUCTURAL CALCU-LATIONS FOR Legoland Carlsbad (M&M PROJECT NO. 960240.00) Castle Hill C·luster {FGMP Package) Volume 2 Section E Appendix II: Exterior Coaster Foundations & Retaining Walls Architect of Record~ Hellmuth Obata & Kassabaum For Bulletin No. 370 June 5, 1998 I I I I I I I I I I I I I I I I I I I SECTION E APPENDIX II EXTERIOR COASTER FOUNDATIONS & RETAINING WALLS INDEX SUBJECT Summary & Spreadsheets Coaster Footing Design Trough Retaining Walls Foundation at F82 Foundation at F81 SHEET NO. 1-7 8-24 25-29 30-33 34-37 I I I I I I I I I I I I I I I I I I I c~\oe_ CO~S-re:/4. trur:40Aft0'{~ ~M~M't Soil Bearing and Footing ~plift FND No. F33,F35A,F82,F95 F31,F32,F34A,F34B,F3~B, F26,F27,F30,F96,F99 F72,F81,F98 F83 - F43,F44,F53,F54,F93,F94 F37B,F41,F42,F52,F55,F56, F58,F59,F60,F61,F62,F92, F97,F80 F29,F36B,F39B,F40B,F45, F46,F47,F48,F49,F50,F51, F63,F73,F76,F84,F74,F75 F38B,F40A,F64,F71,F77, F78,F85,F86,F87 F36A, F39A, F65, F66, F69, F88, F89 F67 F57/68B F37A, F38A F57/68A F90, F70. F28 F91 Max. Ftg. Weight = Allow. Comp. = Min. Ftg. Weight= Allow Uplift. = Dir,1. depth Max. Ftg. Allow. in below Weight Comp. grade Kips Kips ft 36 5 6.9 17.8 36 6 8.0 ·16.8 36 7 9;0 15.7 3~ 9 11.1 13.6 36 10 12.2 12.5 48 7 16.Q .28.0 48 8 17.9 26.1 48 · 9 19.8 44.2 48 10 21.7 22.3 48 11 23.6 20.4 48 12 25.4 18.5 48 16 .. 33.0 11.0 60 8 28.0 40.7 60 11 36.8 31.9 60 12 39.8 29.0 60. 14 45.7 23.1 60 16 51.5 17.2 1t (r'2)({depth below grade)+1.5)(.150 KCF) 1t (r'2)(3.5KSF) -Max. Ftg. Weight. 1t (r'2)(depth below grade)(.150 ·KCF) 2/3 Min. Ftg. Weight (1.5 F .S.) Min. Ftg. Weight Kips 5.3 6.4 7.4 9;5 10.6 1.3.2 15.1 17.0 18.8 20.7 22.6 30,2 23.6 ·32.4 3?,3 4t2 47.1 ..L ·oF ?>l. Allow Uplift Kips 3.6 4.3 5.0 6.4 7.1 8.8 10.1 11.4 12.6 13.9 15.2 20.2 15.8 21.7 23.7 27.6 31.6 \ I I I I I I I I I I I I I I I I I I I '2 CASTLE COASTER -NORMAL+ TEMP CASE depth FND. CASE Fz-max Fz-min Mxy _Fxy Fz-max Fz-mi_n Mxy Fxy h' h'+2.5 'DIA d+1' below Fz-max Fz-min kN kN kNm kN Kips Kips ft-K Kips 1t ft incties ft" :g(ade Allow. Allow. F26 normal 18.5 5.82 4:94 3.54. ft Kips Kips temp 1.9 -1.9 4:84 9.6~ total 20.4 3.92 9.78 13;16 4.59 0.88 7.21 .. 2.96 2.44 4.94 36 •/\t:(t\:t/t.)ft 15.7 5 F27 normal 20.27 6.32 4.6 4.08 temp 11.35 -11.35 5.4 6.02 total 31.62 -5.03 10 10.1 7.11 -1.13 7.38 2.27 3.25 5.75. 36 =}}.6.-.~~:5}/1}{} 15.7 5 F29 normal 28.6 13.13 11.84 6.9 temp 10.97 -10.97 36:51 21.54 total 39.57 2.16 48.35 28.44 ·8.90 0.49 _35.66 6.39 5.58 8.08 48 ':\.:fg_ 17::i:{?-=l"ih 24.2 11:4 F30 normal 32.21 18.02 7.48 1.69 temp 2.04 -2.04 1!).95 5.91 total 34.25 15.98 24.43 7.6 7.70 3;59 ,a.02 1.71 10.55 13.05 36·:=i?=i:t1.~::::ii?ti·L= 15.7 5 F31 normal 27.22 14.39 6.21 1.37 temp 1.5 -1.5 10.34 2.52 total 28.72 12.89 16~55 3.89 6.46 2.90 12.21 0.87 1-3.96 16 . .JS 36 {'\J;1~:=::td:~:):/ 16.8 4.3 F32 normal 28.61 15.59 4.3 0.4 temp 0.47 -0.47 8.19 1.69 total 29.08 15.12 12.49 2.09 6.54· 3 .. 40· 9.21· 0.47 19.61 22.11 36 )\~~\:[]t~)'.:t;:= 16.8 4.3 F33 normal 37.96 22.23 1.69 0.81 temp 0.86 -0.86 5.86 0.91 total 38.82 21.37 7.55. 1.72 8.73 4.80 5.57 0.39 14.40 16.90 · 36 <t=~;~~_::t,u~:ti= 17.8 3.6 F34A normal 28.44 16.41 3.12 4.02 temp 6.08 -6.08 5.08 1.16 total 34.52 10.33 8.2 5.18 1.16 2.32 6.05 1.1~ 5.19" 7.69 36 =t::::,i~;§~/iif ~f,f \ 16.8 4.3 F34B normal 15.7 4.74 1.86 2'.64 temp 5.94 -5.94 5.07 1.14 total 21.64 -1.2 6.93 _3.78 4 .. 86 . -0.27 · 5.11 ,0.85 . 6.0f · 8.51 36 i(}~~~./t:)ftt 16.8 4.3 F35A normal 18.83 12.29 2.8 1.3 temp 2.12 -2.12 2.17 0.48 total 20.95 10,17 4.97 2.78 4.71-2.29 3.67 0.62 5.87 8.37 36 =ttl?tf'\?t~_:;r\ 17.8 3.6 F358 normal 17.58 2.85 1.29 2.72 temp 20.14 -20.14· 2.39 3.25 total 37.72 -17.29 3;68 5.97 8.48. -3.89. 2.71 1.34 2.02 4:52 36 {J'§.4~:-:;xt~?t'=; 16~8 4.3 F36A normal 29.47 -9.46 · 2.05 9.64 temp 52.31 -52.31 1.62 18.66 total 81.78 -61.77 -+-=-'--+--"-.:.--+---'--+--+--+---+---+--48__,?:t:1~:.{'.=.=·1:r:r:= 20.4 13.9 3.67 28.3 18.38 -13.89 2.71 6.36 0.43 2.93 F368 normal 23.37 2.75" 2.36 0:66· 48 ?Mi~1~~-?l/!:/:/; 24.2 11.4 1----+----+---+----+--f---+-.;.._--,'----+---t---+---+-~--+-----i temp 52.58 '"'52.58 4.7 1.09 total 75.95 -49.83 7.06 t.75 · .. 17.07 -11.20 5.21 0.3$ 13.24 15.74 F37A normal 30.11 -11.75 2.34 10 temp 53.24 -53.24 3.11 19.11. total 83,35 -64.99 . 5.45 -~9.11 . ~8.74 -14.61 ... 02-6.54 o.~1 . 3.11 F378 normal 21.31 1.89 4.02 0.99 temp 44.73 -44.73 7.04 1.53 total 66.04 -42.84 11.06 2.52 .14.85 -9.63 8.16 0.57 14.40 ·16.90 ' I I I I I I I I I I I I I I I I I I I CASTLE COASTER -NORMAL+ TEMP CASE FNO. CASE Fz-max Fz-min Mxy Fxy Fz-max -kN kN kNm kN Kips F38A normal 35.07 -15.11' 2.17 11,88, temp 53.07 -5.3.07 3.81 19.15 total 88.14 -68.18 5;98 31.03 19.81 F388 normal 23.84 -4.62 4.31 0.83 temp 46.64 -46.64 7.9 1.73. total 70.48 -51.26 12.21 2.58 15.84 F39A normal 33.15 -12.73 1.95 11.21 temp 46.39 -46.39 3.69 16.74 total 79.54 -59.12 5.64 27.95 1r.8a F398 normal 22.74 -5.14 3.64 0.72· temp 43.47 -43.47 7.41 1.59 total 66.21 -48.61 11.05 2.31 14.88 .. F40A normal 29.41 -6.48 2 9.8 temp 47.65 -47.65 3.36 17.1 total 77.06 -54.13 : 5.36 26.9 17.32 F408 normal 17.99 -3.46 3.68 0.64 temp 46.97 -46.97 6.94 1.43 total 64.96 -50.~ 10.62 2.07 14.60 F41 normal 22.57 8.13 20 3.49 temp 0.74 -0.74 36.18 5.94 total 23.31 7.39 56.18 9.43 5.24 F42 normal 20.13 7.83 19.77 3.59 temp 0.82 -0.82 34.65 5.78 total 20.95 7;01 54.42 9.37 4.71 F43 normal 20.86 8.15 12.62 2.34 temp 5.14 -5.14 15.96 2.69 .. total 26 3.01 28.58 5.03 5.85. F44 normal 21.53 7.75 14.01 2.58 temp 4.41 -4.41 13.3 2.37 ·- total 25.94 3.34 27.31 4.95 _5.83 F45 normal 25.04 6.58 17.4 _a.a1 temp 1.27 -1.27 30.54 7.25 total 26.31 5.31 47.94 16.12 5.91 F46 normal 25.31 5.94 1a:oe 5.59 temp 1.41 -1.41 32.9 9.37 total 26.72 4.53 50;96 1o1t96 6.01 F47 normal 23.97 4.11 29.76 11.51 temp 2.55 -2.55 26.87 10 total 26.52 1.56 56.63 21.51 5.96 F48 normal 22.71 4.36 27.16 12.38 temp 3.9 -3.9 23.78 10.41 ., total· 26.61 0,46 50.94 22.79 5.98 F49 normal 21.17 3.06 26.67 12.19 temp 2.18 -2.18 24.04 11.08 total 23.35 0.88 ·S0.71 23.27 5.25 ~epth. Fz-min Mxy Fxy h' h'+2. D.IA d+1 below Fz-inax Fz-min Klos ft-K Kips ft .ft inches ft grade Allow. Allow. ft ft KiPS Kips -15.33 4.41 6~98 0.63 3.13 60 }'.'.:t;,~,~·?/;//\#. 40.7 15.8 -11.5~ ~-~>1 .0.58 15.85 18.15 48 ;;:;::;:§.~!l,,:,::;;;=rt:1:9.;, 22.3 12.8 ·- -13.29 4.18 8.28 o.~ 3.16 48 ;,it~J~\]ffff;jJ;; 20.4 13.9 .. . - -1~.93 8.15 0.52 15.89 11J._19 48:{I~:~//{}{fij,; 24.2 11.4 -12.~7. 3;95 6.05 0.65 3.15 48 ':::}t-;n\,;t?i1ti:: 22.3 12.6 -11.34 7.83 0.47 18.83 19.33 48 tt~r.~;;:;J{:}(!f 24.2 11.4 1.66 41.44 2,12 19.55 22.05 48 XIt-;~\IfI:\fa:tf 26.1 10.1 1.58 40.141 2.11 19.05 21..55 48 :,:Jti~':J{t:ii~I 26.1 10.1 0.68 ._21.08 1.13 18.~ 21.14· 48 :;:/~}W.(%I\::Jit 28 8.8 0.75 20,:14 1.11 18.10 20.60 48 i\iJ)~t\i/{§)\ 28 8.8 1.19 35.36 3.62 9.76 12.28 ·43 ;':t~~t§:i:?itlJJ; 24.2 11.4 \ - 1.02 37.59 3.36 11 .. 18 13.~ ·48 /I!!i#.!:fi }!Itt: 24.2 11.4 0.35 41.77 4.84 -8,64 11.14 ~ /:'.!l@!il{}:{JJ: 24~2 11.4 '.~-"c. ' 0.10 31.57 5._12 7.33 9.83. 48'fI=ii~9/!{!Jtft, 24.2 11.4 0.20_ 37.40 5.23 7.15 .9.65' 48.iliU,_3\t:iG\Jf, 24.2 11.4 4 11----+-C_A_S_T_,LE--'--C_O_A_S..,..TE_R_-_N,...O_R_M_A_,L_+_T_E_M_P.-C,....A ___ S_E-+---+-~-+----H----r---.-1---f---+-:---c-:--+---+----1 depth FND. CASE Fz-max Fz-min Mxy Fxy Fz-max Fz-min Mxy Fxy h' h'+,2.!i DIA d+1 below .Fz-max fz.:min I F50 kN kN kNm kN Kips Kips ft-K Kips ft ft inches ft grade Allow. Allow. normal 21.25 4.,2 32.82 11.66 temp 0.11 ·-0.11 28._24 10.18 ft Kips Kips ---1-to_t_a_l _2_1_.3_6--t-_4_.0_9-+6_1_.0_6-+ __ 2_1_.8_4 __ ._4_,_.s_o,--_o_.9...,,.2-r._45_:_o4-+-4_._91-+-_9._1_7 t-1_1_.6_7_~48-,{l:'.l.;~:~;::{:{j}'::§:: 24.2 11.4 IF51 normal 21.34 5.32 34.59 10.48 temp 1.16 -1.16 26.42 8.01' ____ to_ta_1-+_22_.s___,1--4_.1_s_6_1_.0_1,--1_8_.4_9 __ s_.o_6-._o,,.....9_4+-4,....s_.oo-+_,_4_.1_s_10_.s_3_13 ___ 33 __ 4__,s?J~;t~:{}'.??I~fr--2_4._2 __ 1_1._4-f I F52 I F53 normal 19.57 temp 0.75 total 20.32 5. 78 27.37 6:82 -0.75 19.24 4.72 5.03 46.61 11.54 normal 19.75 7.22 20.61 4.51 4.57 1.13 34.38 2.59 13.25 15.75 temp 1.23 -1.23 17.28 3,.6 , ____ to_ta_l-+_2_0_.9_8-+-_5_.9_9_3_7_.8_9,--8_._11 ___ 4_.7_21--_1_.3_5+-2_7_.9_5-r-1_.8_2-t-· ~15_.3_3-+-17_._83-+-_4--;8 :ii~\1~Jf)?fat'.;..,,..-_2_8_,__8_.8__, F54 normal 19.81 7.32 18.89 4.26 , ___ t_t:_:_~-+_2_\_~~--~_.1_;_~_!~:!_~_;_:43_F-· __ 4_.1_ot--_1_.4_0+-2"--_s_.4_2_1...,..s_1+_~1s_.2_2 __ 11_:_12 __ 48__,';:{:~~~~'-'':t/.(ft-' . .-; _2s __ 8_.8_ F55 normal 20.07 5.7 24.47 6.43 I F56 normal 25.15 6.19 31.28 8.3 temp 0.3 -0.3 17.31 4.47 ---+-to_t_a_1 _2_s_.4_5--+-_5_.8_9 __ 48_.5_9_1_2_.1_1-_5_.1_2 __ 1_~3_2_35_._84 __ ~2._81_1_2,_.48-1_4_.9_s __ 4__,8 t.Ht{!~:-::'':·'~+e,:~:',--2_s._1 __ 10_._1-f I F57/68A normal 13.27 7.95 7.24 4._5 temp 8.58 -8.58 34.l~6 64.13 1----+-to_t_al--1_2_1_.8_5-+-_-0_._63-+_4_2._1_6_8-"-~6_3 __ 4_.9_1 __ ..o""-_; 1_4_31_._os-+·_15_._43-+-_2._0_1 +--4_.5_1 __ s_,o Ij_§.;§t,i)f(Jt:~· _3_1._9 __ 2_1._1-1 I IF57/68B normal 24.2 4.28 6.95 11.33. temp 23.93 -23.93 63.68 113.85 1----+-to_t_al--1_4_8_.1_3_-_1_9_.6_5+-7_0_.6_3_1_25_._18_-1--1_0_.8_2 __ -4_.4-'i-+-52_.0_9-+-28_._14--+-_1._8....,5-4_.3_5+--_48_,tf~~~j\;)/'}1A.--_11_1--2_0._2-1 normal 23.69 5.07 28.01 9.36 temp 1.05 -1.05 16.85 5.41 ___ to_t_a_l _2_4_.7_4 __ 4_.0_2_44~-~·8_6+-1'--4._77-,-+-_5_.5_6 __ o_.9~0-+3_3_.0_9+-3-'-,3_.2+._9_.9_6_12_.4_& __ 4__,8f/*;9.p/;}}/(;'!'.,; ___ 2_6._1 __ 1_0._1-1 I ~59 normal 20.68 5.46 25.45 7.55 temp 0.01 -0.01 17.05 4.77 1 ~_ 6 _ 0 _ __,_:-:t_r:-1 a-l-::-:-::--:-:-::-- 2 :-~-~:--:-_~_3 7 2 __ 4_.6_5--+-~-1._23_3_1._3_5.·,__'· _2._7_7+-1_1_.3_2_,__1_3_.8_2_,__\~48-\}f;~tl\/{?):~::;_2_6._1 __ 1_0._1--1 temp 0.32 -0.32. 18.85 4.71 1 \ H---+-t_ot_a_l __ 20_._77 __ 6~.5---+_40_._96-1--_10_.5_8-+-_4_.6_7-+-_1_._46--+-3_0._2~1 _2._3_8+-1_2-'-.7_0+-1_5_.2_0+---,_48---,};J;M.f.1{{'.\/~!.~i _2_6._1 __ 1_0._1-1 F61 normal 20.26 7.5 18.06 4;53 lJ---!:_;_;:-+_2_~_:0 6 _2..-.---~_J_:_~_~:_!:~-~!_:~-~-_4_.7_3 __ 1_.5_2+-2_1_.1_s+-2_.0_6+-1_3_.4_~+-1_s_.9_9 __ 48--,{:Wr.;~:~t'.:Jt:ft§'.r-, _2_s._1 __ 1_0._1-1 F62 normal 19.17 6.86 24:59 6.97 11---!~_;_:_1 --~_:._: __ s_\_3 ;-+_4~_~2_· 7 9--+--1_ 6 3_.~0_ 8 5-+-_4_.6_1-+ .. ---'-1_.2_4_34_._88-+'-·_2._93'-,' l--'-.1_1_.8_91-1_4_.3_9 __ 48_,(t;z;91tI'l':I'J'.J.: ....... _2_6._1--+-_1_0._1-I F63 normal 18.59 6.31 28.2 8.93 I I I I I I I I I I I I I I I I I I I I CASTLE COASTER -NORMAL + TEMP CASE FND. CASE Fz-max Fz-min Mxy Fxy Fz,-max kN kN kNm kN Kipis F64 normal 17.25 3:8 28.42 13.07 temp 4.14 -4.14 36.21 16.44 total 21.39 -0.34 64.63 29.51 4.81 F65 normal 19.03 1.77 16.61 14.85 temp 8.85 -8.85 42.03 34.23 total 27.88 -7.08 58.64 49.08 6.27 · F66 normal 18.4 0.04 9.2 17.18 temp 3.36 -3.36 15.61 45.07 total 21.76 -3.32 24.81 62.25 4.89 F69 normal 18.9 1.69 7.08 13.52' temp 31.7 -11.05 16.85 40.84 total 50.6 -9.36 23.93 54.36 11.38 F70 normal 22 0.73 7.58 15.47 temp 26.67 -3.79 33.65 82.2,2 total 48.67 -3.06 41.23 97.69 10.94 F71 normal 16.42 2.23 7.8~ 5.47 temp 22.37 -3:66 41.08 32.7 total 38.79 -1.43 48.96 38.17 8.72 F72 normal 21.87 5.86 9.2 2.56 temp 23.96 5.03 30,95 17.97 total 45.83 10.89 40.15 20.53 10.30 F73 normal 23.11 6.69 23.98 e.2 temp 25.09 4.79' 53,22 14.06 total 48.2 11.48 77.2 20.26 10.84 F74 normal 22.52 6.02 17.9 4.29 temp 23.08 5.55 47.57 11.39 total 45.6 11.57 65.47 .15.68 10.25 F75 normal 22.25 5.87 19.34 5.5~ temp 22.87 5.32 44.48 12.86 total 45.12 11 .. 19 63.82 18.45 10.14 F76 normal 21.32 4.::~3 21.61 7.98 temp 0.25 -0.25 27_.87 10.23 total 21.57 3.98 49.48 18.21 4.85 F77 normal 21.15 3.72 18.96 9.56 temp 0.66 -0.66 35.4 18.41 total 21.81 3.06 '54.36 27.97 4.9() F78 normal 21.19 4.22 15.13 7.03 temp 0.29 -0.29 45.59 19:65 total 21.48 3.93 60.72 26.68 4.83. F79 normal 20.57 4.72 . 1f?.32 5.89 temp 0.36 -0.36 49.44 18.'1 total 20.93 4.36 64.76 23.99 .J.71 F80 normal 20.18 4.73 10.03 3.72 temp 0.25 -0.25 29.43 8.8 total : 20.43 4.48 39.46 12.52 4.59 -5 depth Fz-min Mxy Fxy h' h'+2. DIA d+1 below Fz-max Fz-min Kips· ft-K Kips ft ft Inches ft grade AlloY(. Allow. ft Kips_ Kips -0.08 47.67 6.63 7.19 _9.69 48 JJ~t~~il:!(::Jif 22.3 12.6 -1.59 43.25 11.03 3JJ'2 6.42 4819.l~(}(f:};f:. 20.4 13.9 -0.75 18.30 13.99 1.31 3.81 48 i}g:;~?.:'-ti)\1.=t: 20.4 13.9 -2.10 11:s5 12.22 1.44 3;94: 48 ftqI~:}:J;J;Jf; 20.4 13.9 -0.69 30.41 21.96 1.38 3:s8 so :It~;.94.:::=t:ti{l~.: 29 23.7' .().32 36.11: 8 .. 58 4.21 6.71 48·:::r~;~~}/::}:):§.': 22.3 12.6 - 2.45 .29.61 4.62 6.42 8;92 36}/~'.~1:'!)\}!::{~;'. 13.6 6.4 2.58 56.94 4.55 12.50 15.00 -48 tI~i~,$.Vil!ltt:~:: 24.2 11.4 2:60 48.29 3_.53 13.70' 16.20 48 t!;~;.~~jf@i:);~:; 24.2 11.4 ... 2_.52 47.07 4.15_ 11_.35 1_3.85 -48 ;f(~~~t\t!i\i\f 24.2 11.4 0.89 36.49 4.09 . 8.91 11.41 48 ,7~=1~f (J\I)J, 24.2 11.4 I \ 0.69 40,09· 6.29 6.38 8.88 48 tf ~i~-~t:!:}\jjf 22.3 12.6 o.~. 44.78 5;00 7.47 9.97 481!]~;~1\/i!l1..9.:: 22.3 12.6 0.98. 47.76 5.39 8.~6 11.36 48 ::=)@ft~/':itit1l 22.3 12.6 \ 1.01 29.10 ·2.81 10.34 12.84 48 :t-:tI63'',,::,:..:":::r:.,: . .-_s, 26;1 10.1 I I I I I I I I I I I I I I I I I I I CASTLE COASTER -NORMAL+ TEMP CASE FNO. CASE Fz-max Fz-min Mxy Fxy Fz-max kN kN kNm kN Kips F81 normal 20.02 4.77 10.41 '3;~9 temp 0.71 -0.71 18.74 5.85 total 20.73 4.06 29.15 9.44 4.66 F82 normal 20.51 5.32 4.6 1.11 temp 0.6 -0.6 2.47 0.76 total 21.11 4.72 7.07 1.87 4.75 F83 normal 17.98 2.71' 12:68 13.06 temp 0.64 -0.64 18.71 17.43 total 18.62 2.07 31.39 30.49 4.19 F84 normal 18.7 3.69 9.21 4.6 temp 1.58 -1.58 36.02 15:32 total 20.28 2.11 45.23 20;92 4.5.6 F85 normal 17.54 3.24 12.84 11:67 temp 0.39 -0.39 24.98 26.7 total 17.93 2.85 37.82 38.37 . 4.03 F86 normal 17.61 2.96 14.93 10.28 temp 1.84 -1.84 35.18 26.26 -- total 19.45 1.12 50.11 36.54 4.37 F87 normal 17.06 3.28 13.33 9,88 temp 1.87 -1.87 42,.95 26,72 total 18.93 1.41 5~.28 36.6 4:26 F88 normal 17.09 2.44 15.89 14.09 temp 4.03 -4.0,3 37.35 31.94 total 21.12 -1.59 53.24 46;03 4~75 F89 normal 16.55 1.24 9.93 14.62 temp 6.07 -6.07 23.38 44.~3 total 22.62 -4.83 33.31 59.55 5.09 F90 normal 17.09 1.28 6.54 15.92 temp 12.2 -12.2 30.73' . 83.5 total 29.29 -10.92 37.27 99.42 , . ~ .. 58 F91 normal 15.93 1.26 8.15 20.73 temp 19.1 -19.1 54.52 134.4 total 35.03 -17.84. 62.67 155.13 7.88 F92 normal 20.11 2.15 3A8 6 temp 22.72 -22.72 18,41 20.34 total 42.83 -20.57 21.89 26.3" 9.63 F93 normal 23.57 0.96 2.16 3.44 temp 38.05 -38.05 6.71 13.03 total 61.62 -37.09 8 .. 87 16.47 13.85 F94 normal 24.66 0.8 2.15 3.43 temp 35.21 -35.21 2.63 1.97 total 59.87 -34.41 4.78 5.4 13.46' F95 normal 22.3 2.03 2.1 3.56 temp 17.15 -17.15 o.~5 0.37 total· 39.45 -15.12 2.95 3;93. 8.87 .. (p -depth Fz-min Mxy Fxy h' h'+2. DIA d+1 below Fz-max Fz-min Kips. ft-K Kips ft. ft · inches ft -grade Allow. Allow. ft .. KIPS KiDS 0.91 · 21.50 2.12 10.13 12.63 . 36 i\t;,.1:JMf:f)f 13.6 6.4 1.06 5.21. 0.42 12.4Cl 14.90 36 i'\\J;.~4./iWI\§.; 17.8 3.6 0.47 . 23.15 6.85 3.38 5.88 36 t'.t~-~~_:'fal\1:~f 12.5 7.1 0.47 33.36 4.10' 7.09 9;59 48 :;·:;,{!f~\''.;':'?}{,S!:, 24.2 11.4 ', 0.64 27.89j 8.63 3.23 5.73 .48 ::1{:~~~/{:;ttJfi; 22.3 12.6 ·0.25 3~.96! 8.21 4.50 7.00 48 }/.!J.it~tt(t{t(t 22.3 12.6 I I l Q.32 41.511 8.23 5.04 7.!i4 48 :t(~~~?:'\i:/Jg;, . 22.3 12.6 I -0.36 39.27 10.35 3.7'.9 6.29 48 ::;:1n,;:J~.-t/':t;1:1:: 20.4 13.9 - l ., -1.09 24.57113.39 1.84 4.3" 48 i:191?~::},(/[J.t 20.4 13.9 -2.45 27 .49: 22.35 1,23 3.73 60 :,,::,:~;9.tfff¥t~:: 29 23.7 I I i -4.01 46,~2 I 34,87 1.33 3,83 60 G:1:~~~~.'ii:i::i:i~t 11;2 31.6 i I : I \ -4.62 16.15: 5.92 2.73 5.23 48 =}:itt~t~tfif/')f 26.1 10.1 l I l l -8.34 6.541 3.70 1.77 4.27 48 ::::t:!1.t~t'=;=:rr@t 28 8.8 i I i -7.74 3.531 1 •. 21 2.90 5.40 48 tt§.~~f :\Iti:li 28 s~8 \-l I I I .. -3.40 2.18: o.se _2.46 4.96 36 ;i)tta,,: _;;i,:,:,;,:rs:, 17.8 3.6 I I I I I I I I I I I I I I I I I I I 1 CASTLE COASTER -NORMAL+ TEMP CASE depth FNO. CASE Fz-max Fz-min Mxy Fxy Fz-max Fz.:min. Mxy Fxy h' h'+2. DIA d+1 below Fz-max Fz-mln . kN kN kNm kN Kips Kips ft~ Klos ft ft Inches ft grade Allow. Allow. F28 normal 30.9 4.64 19.28 14.35 ft · Kips . Kios temp 22.76 -22.76 84.55 ·91.17 1-----1f--to_t_a1 __ 5_3_.6_6_-_18_.1_2_1_03_.8_3_1_os...,.s_2-+. _1..,..2._06-+--_-4_._01 ___ 7_6._58-+--2_3._72-+--3_.2_3-1-. 5_~7_3-t-_60......,i:J!;~':~'Ji/14:.r-. _2_3._1 __ 2_,1._6-1 F67 normal 17.6 1.52 8.07 16.14 temp 6.93 -6.93 19.21 53.94 total 24.53 -5.41 27.28 70.08 .:;..:._l---"'-'--'-"--+-----+--s._s1-+---1...;.,2_2+20_.-1..,...2+1_s_.1~s+-1_.2_8+3_._1e-+--_48-ifi1'.:1f~~JJW)il 18.s 1s.2 F96 normal 17.63 3.34 2.24 5.39 temp 11.33 -11.33 0.4 5.62 total 28.96 -7.99 2.64 11.01 ------------.-6._5_1 f--,. _-_1._80--+-..,..1._95'-i, _2._48-+--0_.7_9-t-3_.2_9-t-_3-'-,6' tl:l\~'.t.{)}}jf1,== 15.7 5 F97 normal 12.02 3.18 0.96 2.48 temp 45.36 -45.36 2.43 6.25 total 57.38 -42.18 3.39 8.73 12.90 -~.48 2.50 1.96 1.27 3.77 48{fiif:iftt}::{t]t' 26.1 10.1 l----l----+------+_.;.;.~-1--,,;.....c..--1--_.;..-+--...;....;.--l---'---'-+---+---+--+---+~---i F98 normal 15.41 3.12 1.58 5.66 temp 9.45 -9.45 5.5 23.22 total 24.86 -6.33 7.08 6.4 28.88, 5.59 -1.42 5.22 6.49 0.$0 3,30 36 ':t)t;!4.::tl:}'}{~:: 13.6 1-----,f------t----1---1-----+------------1---+---!-'---t-----. r----1----1 F99 normal 18.64 3.12 2.06 8.63 temp 0.33 -0.33 2.02 5.58 total 18.97 2.79 4.08 14.21 1----1----+------------4·. ___ 2&-+-· _._o._63 __ 3._01_3_._19_O_.~_3_.44 ___ 3....,.6:}f;'''.W!.fr?:}:::~t·i;t·;-· _1,...s_.1 __ s_ I \ I I I I I I I I I I I I I I I I I I I I MARTIN & DUNN INC. STRUCTURAL & CiVIL ENGINEERS _ 7801 MISSION CENTER COURT~ SUITE400 SAN DIEGO CA 92108 (619) 497-21i8/FAX 497-0429 DESIGN OF EMBEDDED POLE FOOTINGS LEGOLAlID-CASTLE COASTER -HORHAL+TEMP CASE Allow Passive Max Passive Load Duration Factor Point Load Load Height Dist. Load Start Height End Height -. . Pole Ty~ Width/D1a11eter Surface Restraint ? Moments@ Surface ••• Point Load Uniform Load ... Total Moment Total Lateral Load -IOI-RFSTR!IiED RESOL'l'S ~ Min. Req'd Embedment A(l+(1+4.36h 'A)A.5){2 A=2.34P/(S 1 ) Press@ 1/3 Ellbed Actual Allowable V4.4D (c) 1983-96 ENERCALC DESIGN DATA -1--2-· 350.0 psf o.o psf 350.0 psf o.o psf 1.000 1.000 2960.0 I 2210.0 I 4. 94 ft 5.75 ft 0.0 plf 0.0 plf 0.00 ft 0.00 ft 0.00 ft o.oo ft Circular CircUlar 36.0 in 36.0 in Free Free SOIIMAIY . -1--2- 14622. 4 ft-# 13052.5 ft-# 0.0 ft-# o.o ft-# 14622.4 ft-# · 13052.5 ft-# 2960.0 I 6.11 ft 711.4 psf 712.5 psf -f '2.-" -· ,\ \ 22.10.0 I 5.65 ft 660.5 psf 659.5 psf F21 Date: 04/20/98 Page: E:> -3-. -4-.--5---350.0 psf 350.0 psf 350.0 psf 0.0 psf o.o psf 0.0 psf 1.000 1.000 1.000 6390.0 I 1110.0 I 870.o I 8.08 ft 13.05 ft 16.46 ft 0.0 plf o.6 plf o.o plf o.oo ft o.oo ft o.oo ft 0.00 ft 0.00 ft 0.00 ft Circtll.ar Circular Circular 48.0 in 36.0 in 36.0 in Free Free Free -3--4--5- 51£31.2 ft-# 22315.5 ft-# 14320.2 ft-# 0.0 ft-# o.o ft-# 0.0 ft-# 51631. 2 ft-# 22315.5 ft-# 14320.2 ft-# 6390.0 # 17-10.0 # 870.0 # 8.17 ft 6.16 ft 5.12 ft 951.5 psf 717.4 psf 597.7 psf 952. 7 psf 718.2 psf 596.9 psf f2t:I f3o f3l I \ .GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I I I I I I I I I I MARTIN & DUNN i-..l~C. STRUCTURAL & C1 v IL ENGINEERS. -7801 MISSION CENTER COURT, SUITE 400 SAN DIEGO CA 92108 (619) 497-2li8/FAX 497-0429 DESIGN OF EMBEDDED POLE FOOTINGS LEGOLAND-CASTLE COASTER -NORMAL+TEMP CASE DESIGI Dill -1-. -2- Allow Passive 350.0 psf 350.0 psf Max Passive o.o psf o.o psf Load Duration Factor . 1.000 1.000 . . Point Load 470.o I 390.0 I Load Height .22.11 ft 16.90 ft Dist. Load : . o.o plf O.Oplf Start Height .. o.oo ft o.oo ft . End Height o.oo ft 0.00 ft Pole Ty~ circular Circular Width/D1aneter 36.0 in 36.0 in Surface Restraint ? Free Free SOJIWtY Moments@ Surface ••• -·1--2- Point Load 10391.7 ft-# 6591.0 ft-# Uniform Load o.o ft-# 0.0 ft-# • • • Total Moment 10391.7 ft,-# · 6591.0 ft-# Total Lateral Load 470.0 # ,· 390.0 I -101-RESTR!IIED RESULTS - Min. Req 1d Embedment A{l+{l+4.36h ~A)A,5)/2 3.88 ft A=2.34P/{S 1 ) 4.48 ft Press@ 1/3 Ellbed Actual .. 521.9 psf 451.5 psf . Allowable .. 522. 7 psf 452·.2 pi,f . F 3J 'f~3 \ V4.4D (c) 1983-96 EHERCALC _Date: 03/25/98 Page:°> -3- 350.0 psf 0.0 psf 1.000. 1160.0 # 7 .69 ft o.o plf o.oo ft 0.00 ft Circular 36.0 in Free -3- 8920.4 ft-# o.o ft-# 8920.4ft-# 1160.0 # 4.6,6 ft 544.1 psf 543.3 psf f34A -. -4- 350.0 psf . o.o psf 1.000 sso.o I 8.51 ft o.o plf 0.00 ft o.oo ft Circular 36.0 in Free -4-·- 7233.5 ft-# 0.0 ft-# 7233.5 ft-# \ \ 850.o I 4.25 ft 495.6 psf 496.4 psf f~f~ -. 5- 350.0 psf o.o psf 1.000 620.0 # 8.37 ft . o.o plf 0.00 ft 0.00 ft Circular 36.0 in Free -5- 5189.4 ft-# o.o ft-# 5189.4 ft-# 620.0 I · 3,.76 ft 440.0 psf 439.1 psf f~&\- GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I I I I I I I I I I MPuPrttRUf~W~ENGINEERS 7801 MISSION CENTER COURT, SUITE 400 -SAN DIEGO CA 92108 (619) 497-2118/FAX 497-0429 DESIGN OF EMBEDDED POLE FOOTINGS LEGOLAND-CASTLE COASTER -NORHAL+TEMP CASE DESIGN DATA. · -1--2-· Allow Passive 350.0psf 350.0 psf Max Passive 0.0 psf 0.0 psf Load Duration Factor 1.00Q 1.000 Point Load 1340.0 I 6360.o # Load Height 4.52 ft 2.93 ft Dist. Load 0.0 plf o.o plf Start Hei£ht 0.00 ft 0.00 ft End Heigh 0.00 ft o.oo ft Pole Ty~ . •· Circular Circular . Width/D1aJ1eter 36.0 in 48.0 in Surface Restraint ? Free Free SOIIIARY. Moments@ Surface ••• -1--2- Point Load .. 6056.8 ft-I 18634.8 ft-# . Uniform Load 0.0ft-# 0.0 ft-# • . • Total Moment 6056.8 ft-# . 18634.8 ft'-# Total Lateral Load 1340.o I .. 636,0.0 I -lfOI-RESTRAIIED RESULTS - Min. Req'd Embedment A(1+(1+4,36b /A)".5)/2 A=2.34P/(S 1 b) 4.36 ft 6.84ft Press@ 1/3 E!lbed ?10.Q psf Actual 798.5 psf Allowable . 509.l psf 797.5 psf . . Dcsei f~bA dRJfT ~~?tJS V4.4D (c) 1983-96 EHERCALC Date: 03/25/98 Page: l 0 -3--4--.5- 350.0 psf 0.0 psf 350.0 psf 0.0 psf 350.0 psf o.o psf 1.000 1.000 1.000 390.o I 6540.o I 570.o I 15. 74 ft 3.11ft 16.90 ft o·.Qplf 0.00 ft O.Oplf o.oo ft o.o plf 0.00 ft o.oo ft 0.00 ft o.oo ft Circular Circular Circular 48.0 in 60.0..in 48.0 in Free Free Free -3-· --. 4-·--5- 6138.6 ft-# 20339. 4 ft-# 9633.0 ft-# o.o ft-# o.o ft-# . o.o ft-# 6138.6 ft-# 20339.4 ft-# 9633.0 ft-# 390.0 I 6540.o I s10·.o I 3.,42 ft 6.3.4:ft 4..00 ft 400,5 psf 740.8 psf 466.4 psf 399.5 psf 739. 7 psf 467 ,2 psf f"?)h"& f37A f":> 1 F-:, C)pUf1 UPUff 6o.l1212~ bO'-JvP-N? \ \ \ GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I I I I I I I I I I MARTIN & DUNN INC. · STRUCTURAL & civIL ENGINEERS _ 7801 MISSION CENTER COURT, SUITE 400 SAN DIEGO CA 92108 (619) 497-2li8/FAX 497-0429 DESIGN OF EMBEDDED POLE FOOTINGS LEGOIJJID-CASTLE COASTER -HORMAL+TEMP CASE D~IGI DATA -1--·-2- Allow Passive 350.0 psf 350.0 psf Max Passive o .. o psf 0.0 psf Load Duration Factor 1.000 1.000 Point Load 6980 . .o I sso.o I Load Height 3.13 ft 18.15 ft Dist. Load o.o plf 0.0 plf Start Height o.oo ft o.oo ft End Height 0.00 ft 0.00 ft Pole Ty~e Circular Circular Width/D1aneter 60.0 in 48.0 in Surface Restraint ? Free Free SUIIIARY Moments@ Surface .•• -1--2- Point Load 21847 ,4 ft-# 10527 .o ft-# Uniform Load o.o ft-# 0.0 ft-# • • • Total Moment 21847 ,4 ft-# · 10527 .oft-# Total Lateral Load 6980.0 # 58.o.o I -IIOI-RESTR!IIED RESULTS - Min. Req'd Embedment. A(l+(l+4.36b 'A)A,5)/2 A=2.34P/(S 1 ) . 6.53 ft 4.,11 ft •· Press@ 1/3 Enbed Actual 761.2 psf 479.2. psf Allowable 762.1 psf 479.9 psf f38A FoBn Ofl.lff toifflt? V4.4D (c) 1983-96 EHERCALC Date: 03/25/98 -3- 350.0 psf 0 •. 0 psf 1.000 6280.o I 3,16 ft O.Oplf 0.00 ft o.oo ft Circuiar 48.0 in Free -·-· 3-·-19844-.8 ft-# o~o ft-# 19844 .8 ft-# 6280.0 I 6,t8 ft 801.5 psf 802.5 psf f':}9A . Ot'~,f1 ~v~i'.N:, -·-4- 350,0 psf O.Q psf 1.000 s20.o I 18.19 ft . o.o plf 0.00 ft o.oo ft Circular 48.0 in Free· -. -4- \ \ 9458.8 ft-# o.o ft-.# 9458.8 ft-# 520.0 I 3.96 ft 461.3 psf 462.0 psf f 1/1 E) \JfUff "o'/ftl. .. J,b Page: l \ -5-,- 350.0 psf o.o psf 1.000 6050.o I 3.15 ft 0,0 plf 0.00 ft o.oo ft Circular 48.0 in Free -5- 19057 .5 ft-# o.o ft-# 19057 .5 ft-# 6050.o I rf,, 77 ft \' 788.5 psf 789.4 psf f,fo,A uPur-r bt>1fif-t-b GE0RGE·R. SAUHDE~S ASSOCIATES, KW0603ol I I I I I I I I I I I I I I I I I I I MARTIN & DUNN INC, . STRUCTURAL & CNIL ENGINEERS 7801 MISSION CENTER COURT, SUITE 400 -SAN DIEGO CA 92108 (619) 497-21i8/FAX 497-0429 DESIGN OF EMBEDDED POLE FOOTINGS LEGOLAND-CASTLE COASTER· HORMAL+TEMP CASE DESIGI DATA -1--·-2- Allow Passive 3?0,0psf 350.0 psf Max Passive o.o psf o.o psf Load Duration Factor 1.000. 1.000 Point Load 470.o I 2120.0 I Load Height 19.33 ft 22.05 ft Dist. Load o.o plf o.o plf Start Height o.oo ft o.oo ft End Height o.oo ft o.oo ft Pole Tyt>e Circular Circular Width/D1aneter 48.0 in 48.0 in Surface Restraint ? Free Fr-ee SOMNARY Konents@ Surface,,. -1--2- Point Load 9085,1 ft-# 46746.0 ft-# Uniform Load o.o ft-# 0.0 ft-# • . • Total Moment 9085.i ft-# . 46746.0 ft-# Total Lateral Load 470.0 # . 2120.0 I -IOI-RESTR!IIED RESULTS - Min. Req'd Embedment A{l+{l+4.36b hA)A,5)/2 A=2.34P/{S 1 ·) 3.89 ft 6,90 ft Press@ 1/3 Enbed 805. 7 psf Actual 454,5 psf Allowable-453.3 psf _ 805.0 psf f46~. r-t1 uf\Jf1 6<:Jl/{04J? \ V4.4D (c) 1983-96 ENERCALC Date: 03/25/98 Page: l 't- -3--.-4--5- 350,0 psf 0.0 p&f 1.000 350.0 psf 0.0 psf 1.000 350.0 psf o.o psf 1.000 2110.0 I 1130.0#. 1110.0 I 21,55 ft 21.14 ft 20.60 ft o.o plf o.o plf 0.0 plf 0.00 ft 0,00 ft 0.00 ft 0.00 ft o.oo ft. o.oo ft Circular Circular Circular 48.0 in 48.0 in 48.o· in Free Free Free -3--· 4--5- 454·10.5 ft-# 23888.2 ft-,.# 22866.0 ft-# o.o ft-# 0.0 ft-# o.o ft-I 45470,5 ft-# 23888.2 ft-# 22866.0 ft-# 2110.0 I 1130.0 # 1110.0 # . 6.84 ft 5.-45 ft 5.37 ft 799.2 psf 79g,5 psf 634.5.._psf 635.6 psf 625-.8 P$f 626.9 psf f f1-F4-3 tft I \ GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I I I I I I I I I I MARTIN & DUNN INC. STRUCTURAL & clvIL ENGINEERS _7801 MISSION CENTER COURT, SUITE 400 SAN DIEGO CA 92108 (619) 497-2li8/FAX 497-0429 DESIGN OF EMBEDDED POLE FOOTINGS LEGOLAHD-CASTLE COASTER -NORMAL+TEMP CASE DBSIGI DATA -1--· 2- Allow Passive 350.0 psf 350.0 psf Max Passive . o.o psf o.o psf . Load Duration Factor 1.000 l.000 Point Load 3620.0 I 3360.o I Load Height 12.26 ft 13.68 ft Dist. Load o.o plf 0.0 pif Start Height 0.00 ft 0.00 ft End Height 0.00 ft 0.00 ft eole Ty~e -Circular Circular Width/D1aJ1eter 48.0 in 48.6 in Surface Restraint ? Free-Free SUIIIARY Moments@ Surface •.. -1--2- Point Load 44381.2 ft-# 45964 .8 ft-# Uniform Load o.o ft-# 0.0 ft-# ... Total Moment 44381.2 ft-# · 45964 .$ ft-# Total Lateral Load 3620.o # ,. 3360.o I -IOI-RF.STR!IIED RFSJLTS· - Min. Req'd Embedmept A(1+(1+4.36b hA)~.5)/2 A=2.34P/(S 1 ) 7.20 ft .7.20 ft Press@ 1/3 Embed ' 838) psf Actual 839.4 psf Allowable 840.4 psf 839. 7 psf r+5 f+C::> V4.4D (c) 1983-96 ENERCALC Date: 03/25/98 Page: I:, -·· -3-·- 350.0 psf o.o psf 1.000 4840.0 I . 11.14ft 0,0 plf ·, 0.00 ft 0.00 ft Circular 48.0 in Free .. --3-· 53917.6 ft-# o.o ft-# 53917 .6 ft-# 4840.o I 7,S6 ft 917.4 psf 916.6 psf ff7 -4-. - 350.0 psf o.o psf 1.000 5120.0 I 9-,83 ft o.o plf o.oo ft o.oo ft Circular 48.0 in Free -·-50329.6 ft-# o.o ft-# 50329.6 ft-# 5120.0 # \ \ 7.80 ft , 911.2 psf 910.2 psf ftv -5-. 350.0 psf o.o psf 1.000 5230.o I 9,65 ft o.o plf o.oo ft 0.00 ft Circular 48.0 in Free -5- 50469.5 ft-# 0.0 ft-# 50469.5 ft-# 5230.o I 7.83 ft 915.0 psf 913.9 psf f-1'1 GEORGE R. SAUllDERS ASSOCIATES, KW060361 I I I I I I I I I I I I I I I I I I I MARTIN & DUNN INC. STRUCTURAL & clvIL ENGINEERS 7801 MISSION CENTER COURT, SUITE 400 -SAN DIEGO CA 92108 (619) 497-21 i8/FAX 497-0429 DESIGN OF EMBEDDED POLE FOOTINGS LEGOLAND-CASTLE COASTER -NQRMAL+TEMP CASE ~IGI DATA -1-·--2-· Allow Passive 350.0 psf 350;0 psf Max Passive o.o psf o.o psf Load Duration Factor 1.000 l.000 Point Load · 4910.0 # ,4160.0 # Load Height 11.67 ft 13.33 ft Dist. Load o.o plf 0.0 plf Start Height 0.00 ft 0.00 ft End Height 0,00 ft o.oo ft Pole T¥l)e Circular Circular Widtb/Dia11eter 48.0 in 48.0 in Surface Restraint ? Free Free SOJIIARY Moments@ Surface ••• -.-1-_. -· 2- Point Load 57299. 7 ft-# 55452.8 ft-I Uniform Load o.o ft-# o.o ft-I ••• Total Moment 57299. 7 ft-# . 55452.8 ft-I Total Lateral Load 4910.0 # / 4160.0 # -IOI-RESTR!IIED RESULTS - Min. Req'd Embedment A(l+(l+4.36b hA)~.5)/2 A=2.34P/(S 1 ) 7.99 ft. 7.75ft Press@ 1/3 Enbed Actual 932.5 psf 9Q3.1 psf Allowable 931.7 psf 904.0 psf f5o fSI V4.4D (c) 1983-96 ENERCALC Date: 03/25/98 Page: \4 -3-· 350.0 psf o.o psf 1.000 2590.0 # 15.75 ft 0.0 plf 0.00 ft, o.oo ft Circular 48.0 in· Free -.3- 40792.5 ft-I 0.0 ft-# 40792.5 ft-I 2590.0 # 6~77 ft 791.1 psf 790.0 psf F52 --4-· 350.0 psf o.o psf 1.000 1820.0 # 17.83 ft o.o plf 0.00 ft 0.00 ft Circular· 48.0 in Free -4- 32450.6 ft-# o.o ft-#' 32450.6 ft-# 1820.0 I · \ \ I 6.16 ft 719.0 psf 718.-2 psf fS~ -5- 350.0 psf o.o psf 1.000 1670.0 I 17.72 ft 0.0 plf o.oo ft o.oo ft Circular 48.0 in Free -5- 29592. 4 ft-# 0.0 ft-# 29592. 4. ft-# 1670.o I 5.96 ft 695.8 psf 695.0 psf fSf GE0~E R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I I I I I I I I I I MARTIN & DUNN INC. STRUCTURAL & CML ENGINEERS 7801 MISSION CENTER COURT, SUITE 400 . -SAN DIEGO CA 92108 . . (619) 497-21i8/FAX 497-0429 DESIGN OF EMBEDDED POLE FOOTINGS LEGOLAND-CASTLE COASTER -NORMAL+TEHP·CASE DESIGI DATA -1--·2- Allow Passive 350.0 psf 350.0 psf Max Passive 0.0 psf -Q,0 psf Load Duration Factor 1.000 1.000 Point Load 2300.0 I 2s10.o I Load Height 15.29 ft 14.98 ft Dist. Load 0.0 plf o.o plf Start Height o.oo ft 0.00 ft End Height o.oo ft -o.oo ft Pole Ty~ Circular Circular Width/D1aneter 48.0 in 4s:o in Surface Restraint ? Free Free SOIIIARY Moments@ Surface ••• -1--2- Point Load · 35167 .o ft-# 42992.6 ft-# Uniform Load o.o ft-# o.o ft-# ••• Total Moment 35167 .oft-# -42992.6 ft-I Total Lateral Load 2300.0 I --2810.0 I -IOI-RFSTRAIIED RFSJLTS - Min. Req'd Embedment A(l+(1+4.36h /A)~.5)/2 A=2,34P/(S 1 b) 6.43 ft 6.95 ft Press@ 1/3 Embed Actual 751.4 psf 809.8 psf Allowable-750.3 psf 810.5 psf .f55 f5 b ( V4.4D (c) 1983-96 ENERCALC Date: 04/20/98 Page: t? -3-· --' -4--5- 350.0 psf 350.0 psf 350.0 psf o.o psf o.o psf 0.0 psf 1.000 1.000 1.000 15430.o I 28140.0 I 3320.0 I 4.51 ft 4.'.35 ft 12.46 ft 0.0 plf . 0.0 plf 0.0 plf o.oo ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft o.oo ft Circular Circular Circular 60.0 in -48.0 in 48.0 in Free Free Free -3--4--5- 69589.3 ft-# 122409 .o ft-# 41367 .2 ft-# o·.o ft-# 0.0 ft-# o.o ft-# 69589.3 ft-# 122409 .o ft-# 41367 .2 ft-# 15430.0 # 28140.0 # 3320.0 I iMetP~ ·~ ue, lfeb., 9,67 ft 15.38 ft 7.00 ft 1126.9 psf o.o psf 815. 7 psf 1127.8 psf 0.0 psf 816. 7 psf f57/fo8-,o.. fs7/"6J. rS-&. \ \ GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I I I I I I I I I I s¥~t¥'tUUf~lf ENGINEERS 7801 MISSION CENTER COURT, SUITE 400 -SAN DIEGO CA 92108 . (619) 497-21i8/FAX 497-0429 · · DESIGN OF EMBEDDED POLE FOOTINGS LEGOLAJID-CASTLE COASTER -NORMAL+TEMP CASE DESIGI DATA. ---1--i-- Allow Passive 350,0 psf 350.0 psf Max Passive o.o psf o.o psf Load Duration· Factor .. 1.000 1.000 . Point Load 2110.0 I 2380.o I Load Height 13.82 ft 15.20 ft Dist. Load o.o plf o •. o plf Start Height o.oo ft o.oo ft. End Height 0,00 ft 0.00 ft Pole TY{>e . Circular Circular Width/D1aneter 48.0 in 48.0 in Surface Restraint ? Free Free smlll!RY Monents@ Surface ••• -·-1--2-·- Point Load 38281, 4 ft-# 36176.0 ft-# Uniform Load o.o ft-# o.o ft-# ..• Total Moment 38281.4 ft-# . 36176.o ft-I Total Lateral Load 2770.0-# ,. 2380.0 I -D-R&fflWIED RFSJLTS - Min. Req'd Embedment A(1+(1+4.36h lA)A,5)/2 A=2.34P/(S 1 ) 6.72 ft 6.50 ft Press@ 1/3 Enbed Actual 782.7 psf 759. 7 psf Allowable 783.4 psf 758.6 psf f5'1 r~D \ V4,4D. (c) 1983-96 ENERCALC Date: 03/25/98 Page: 11..P -3--· 4-.--5- 350.0 psf 350.0 psf 350.0 psf o.o psf o .. o psf o.o psf 1.000 1.000 1.000 2060.0 # 2930,0 # 3780.0 # 15.99 ft 14,39 ft 13.08 ft o.o p1f o.o plf . o.o plf o.oo ft 0.00 ft o.oo ft 0.00 ft o.oo ft 0.00 ft Cil::cular Circular Circular 48.0-in 48.0 in 48.0 in Free Free Free -3-· -4--5- 32939. 4 ft-# 42162. 7 ft-# 49442. 4 ft-# o.o ft-I o.o ft-# o.o ft-# 32939. 4 ft-# 42162.7 ft-# 49442.4 ft-# 2060.0 I 2930.0 I 3780.0 # 6,25 ft 6.91ft z .• ~44 ft 730.3 psf 729.3 psf 807.5 psf · 808.3 psf 867.0 psf 867.9 psf fbl fb2-f03, I \ GEORGE R, SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I I I I I I I I I I DESIGN OF EMBEDDED POLE FOOTINGS LEGOLAND-CASTLE COASTER -NORKAL+TEMP CASE DFSIGII DATA -· 1--· -i- Allow Passive 350.0 psf 350.0 psf Mar Passive '0.0 psf o.o psf Load Duration Factor 1.000 1.000 Point Load 6630.0 I 11030,0 # Load Height 9.69 ft 6.42 ft Dist. Load o.o plf 0.0 plf Start Height o.oo ft o.oo ft End Height 0.00 ft o.oo ft Pole Ty~e Circular · Circular Width/D1aneter 48.0 in 48 .• 0 in Surface Restraint ? Free Free . SUIIH!RY ,. Moments@ Surface .•• -1-·-_·._ 2-. - Point Load 64244. 7 ft-# 70812.6 ft-# Uniform Load •. o.o ft-# o.o ft-# . • • • Total Moment 64244. 7 ft-# 70812.6 ft-# Total Lateral Load 6630.0 I 11030.0 # -IIOlf-RF.STR!IIED RFSOLTS --- Min. Req'd Embedment A(1+(1+4.36h hA)A,5)/2 A=2.34P/(S 1 } 8.60 ft 9. 75 ft Press@ 1/3 Ellbed Actual 1004.6 psf 1136.6 psf Allowable 1003.5 psf 1137.6 psf f~t f'? 17 -. 3-.-4-. -5- 350.0 psf 350.0 psf 350.-0 psf o.o psf o.o psf o.o psf 1.000 1.000 1.000 13990.0 # 12220.0 # 21960.0 I 3.81 ft 3.9A ft 3.88 ft o.o plf o.o plf o.o plf o.oo ft 0.00 ft 0.00 ft o.oo ft .. o.oo ft 0.00 ft Circular Circular Circular .48.0 in 48.0 in 60.0 in Free Free Free -.3.--4--5- 53301.9 ft-# 48146.8 ft-# 85204.8 ft-# o.o ft-# 0.0 ft-# o.o ft-# 53301. 9 ft-# 48146 .8 ft-# 85204.8 ft-# 13990,0 I 12220.0 I 21960.0 # 9.97 ft 9.44 ft 11.04 ft 1162 •. 4 psf, · 1163.4 psf · 1102.2 psf 1101.0 psf 1287.2 psf 1288.3 psf fG.6 fr..c.y f1~ \ \ I I I I I I I I I I I I I I I I I I I DESIGN OF EMBEDDED POLE FOOTINGS LEGOLAND-CASTLE COASTER -NORKAL+TEMP CASE D~IGII DAT! -1--2---- Allow Passive -350.0 psf 350.0 psf Max Passive o.o psf o.o psf Load Duration Factor 1.000 1.000 Point Load 8580.o I 4620.o I Load Height 6.71 ft 8.92 ft Dist. Load 0-.0 plf o.o plf Start Height 0.00 ft 0.00 ft End Height o.oo ft 0.00 ft Pole Ty~e Circular Circular Width/D1a11eter 48.0 in 36.0 in Surface Restraint ? Free Free SOJll!RY Moments@ Surface ••• ---1---2-- Point Load 57571.8 ft-# 41210.4 ft-# Uniform Load o.o ft-I o.o ft-# ••• Total Moment 57571.8 ft-# 412t0,4 ft-# Total Lateral Load 8580.o # 4620.0 # -101-REffl!IIED RESULTS - Hin. Req'd Embedment A(1+(1+4.36h /A)~.5)/2 8.22 ft A=2.34P/(S 1 b) 8.86 ft Press@ 1/3 Enbed 1033.3 psf 957.6 psf Actual Allowable 103'4.2 psf .. 958.5 psf f1\ t72, ) l'b -3-----4--5- 350.0 psf 350.0 psf 350 .• 0 psf o.o psf 0.0 psf 0.0 psf 1.000 1.000 -1.000 4550.0 I 3530.o I 4150.0 I 15.00 ft 16.20 ft 13.85 ft 0.0 plf 0.0 plf o.o plf 0·.00 ft o.oo ft 0.00 ft o.oo ft 0.00 ft 0.00ft Ci:t:cular ~ircular Circular 48.0 in 48.0 in 48.0 in Free -Free Free ___ 3_ -·----5- 68250.0 ft-# 57186 .o ft-# 57477 .5 ft-# 0.0 ft-# o.o ft-I 0.0 ft-# 68250.0 ft-# 57186.0 ft-# 57477 .5 ft-# 4550:0 I 3530.0 # 4150.o I 8.25 ft 7.65 ft 7.81ft 961.9 psf 962.6 psf -893.4 psf 892.3 psf 910.8 psf 911.7 psf t'?'.).:, r74 flS \ \ \ I I I I I I I I I I I I I I I I I I I MARTIN & DUNN INC. STRUCTURAL & CiVIL ENGINEERS 7801 MISSION CENTER-COURT, SUITE 400 -SAN DIEGO CA 92108 _ (619) 497-21i8/FAX 497-0429 DESIGN OF EMBEDDED POLE FOOTINGS LEGOLAND-CASTLE COASTER -HORMAL+TEMP CASE DESIGI Dill -_-·1-. -_-2- Allow Passive 350.0 psf 350.0 psf Max Passive o.o psf o.o psf Load Duration Factor-1.000 1.000 Point Load 4090.o I 6290.o I Load Height 11.41 ft 8,88 ft Dist. Load 0.0 plf . o.o plf Start Height 0.00 ft o.oo ft End Height 0.00 ft 0.00 ft Pole Ty~e Circular Circular Width/D1aneter . 48.0 in 48.0 in . Surface Restraint ?' Free Free SUIIIARY Moments@ Surface ... -1--.-2- Point Load 46666.9 ft-# 55855.2 ft-# Uniform Load 0.0 ft-# o.o ft-# ... Total Moment 46666.9 ft .. # -55855.2 ft-# Total Lateral Load 4090.o I -.-6290.0 I -IOI-RFSTR!IBED RFSJLTS - Min. Req'd Embedment A(1+(1+4.36b hA)~.5)/2 7.41 ft A=2.34P/(S 1 ) 8.2_8 ft Press@ 1/3 Ellbed 964.6 psf Actual 865.1 psf Allowable 864.4 psf 965.5 psf f7~ f17 V4.4D (c) 1983-96 EHERCALC Date: 04/20/98 Page: l ~ -3--4-· ----5- 350.0 psf 350.0 psf 350.0 psf _ o.o psf o.o psf 0.0 psf 1.000 1.000 1.000 6000.o I 5390.o I 2810.0 I 9.97 ft 11.36ft 12.84 ft 0.0 pif 6.9plf 0.0 plf 0.00 ft o.oo ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft Circular Circular Circular 48.0 in 48.0 in 48.0 in ,Ftee Free Free --3-------4--5- 59820 .. 0 ft-# 61230.4 ft-# 36080.4 ft-# 0.0 ft-# 0.0 ft-# 0.0 ft-# 59820.0 ft-# 61230. 4 ft-# 36080. 4 ft-# 6000.0 I 5390.o I 2810.0 I 8.32 ft 8.23 ft 6.63 ft 972.2 psf 960,4 psf 772.2 psf 971.1 psf 959.6 psf 773.0 psf fle f7~ fSD I . \ GEORGE R. SAUHDERS ASSOCIATES, KW060361 \ I I I I I I I I I I I I I I I I I I I MARTIN & DUNN INC. STRUCTURAL & CiVIL ENGINEERS . 7801 MISSION CENTER COURT, SUITE 400 -SAN DIEGO CA 92108 (619) 497-21 i8/FAX 497-0429 DESIGN OF EMBEDDED POLE FOOTINGS LEGOIJJID-CASTLE COASTER -lfORMAL+TEMP CASE D~IGI Dll! -1--2- Allow Passive 350.0 psf 350.0 psf . Max Passive ·O.O psf o.o psf Load Duration Factor 1.000 1.000 Point Load 2120.0 .I 420.0 # Load Height 12.63 ft 14.90 ft Dist. Load . o.o plf o.o plf .. · Start Height 0.00 ft 0.00 ft End Height 0.00 ft o.oo ft Pole T~ Circular Circular Width/Diameter 36.0 in 36.0 in . Surface Restraint ? Free Free SUIIIARY Monents@ Surface ••• -. -1--2- Point Load 2Ei775.6 ft-# 6258.0 ft-# Uniform Load 0.0 ft-# 0.0 ft-# ••• Total Moment 26775.6 ft-# -6258.0 ft-# Total Lateral Load 2120·.o # 420.0 # -IOI-RFSTR!IIED RESULTS - Min. Req'd Embedment A(l+(l+4.36h /A)A,5)/2 A=2.34P/(S 1 b) 6.61 ft 3.84 ft Press@ 1/3 Enbed 770.6 psf 446.8 psf Actual Allowable 771,5psf 447 .6 psf fOt rt,2, V4.4D (c) 1983-96 EHERCALC . Date: 04/20/98 -:-3- 350.0 psf o.o psf 1.000 68~0.0 # 5,88 ft .o.o plf o.oo. ft 0.00 ft Circular. 36.0 in Free -· -3--- 40278 •. o ft-# o.o ft-# 40278.0 ft-# 6850.0 # 8.88 ft · l036.6 psf 1035.6 psf foe, -4- 350,0 psf 0.0 psf 1.000 4700.0 I 9.59 ft o.o plf o.oo ft 0.00 ft Circular 48.0 in Free -4- 45073.0 ft-# o.o ft-# 45073 .O· ft-# I \ 4700.0 # 7.50ft 876.6 psf 875.6 psf f'6<f Page: 2,0 -5- 350.0 psf o.o psf 1.000 8630.0 # 5. 73 ft . 0.0 plf 0.00 ft 0.00 ft Circular 48.0 in Free -5- 49449.9 ft-# 0.0 ft-# 49449.9 ft-# 8630.0 # . 8.63 ft - 1008.1 psf 1007.1 psf f'6'S. GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I I I I I I I I I I MARTIN & DUNN INC. STRUCTURAL & CIVIL ENGINEERS .. 7801 MISSION CENTER COURT, SUITE 400 -SAN DIEGO CA 92108 · (619) 497-21i8/FAX 497-0429 DESIGN OF EMBEDDED POLE FOOTINGS LEGOLA1ID-CASTLE COASTER -HORMAL+TEMP CASE DESIGI DATA -1--2-.-· Allow Passive 350.0 psf 350.0 psf Max Passive o.o psf o.o psf Load Duration Factor 1.000 1.000 Point Load 8210.0 # 8230.0 I Load Height 7.00 ft 7 .54 ft Dist. Load o.o plf o.o plf Start Height 0.00 ft 0.00 ft End Height o.oo ft 0.00 ft Pole Ty~ Circular Circular Width/D1aneter . 48.0 in 48.0 in . Surface Restraint· ? Free Free SOJll!RY Moments@ Surface ••• -1--2- Point Load 57470.0 ft-# 62054.2 ft-# Uniform Load o.o ft-# o.o ft-# • . • Total Moment 57470.0 ft-I . 62054.2 ft-# Total Lateral Load 8210.0 # 8230.0 # -D-.RE.fflWJED RF.SOLTS - Min. Req'd Embedment A(1+(1+4.36h /A)A,5)/2 A=2.34P/(S 1 b) 8. 78,ft 8. 90'ft Press@ 1/3 EDbed 1039.8 psf Actual 1023.1 psf Allowable 1023.9 psf 1038.8 psf_ t6b rE>7 V4.4D (c) 1983-96 EHERCALC . Date: 03/25/98 ·-3- 350,0 psf o.o psf 1.000 10350.0 # 6.24ft 0.0 plf o.oo ft 0.00 ft Circular 48~0. in Free . -3- 64584 .o ft-# 0.0 ft-# 64584 .o ft-# 10350.0 # 9,44ft l!02, 7 psf 1101.9 psf rBB -·-4- 350.0 psf o.o psf 1.000 13390.0 I 4.34ft o:o plf 0.00 ft o.oo ft Circular 48.0 in Free -4-. 58112.6 ft-# 0.0 ft-# 58112.6 ft-# 13390.0 # 9.96 ft 1160.5 psf \ \ \ 1161.6 psf t-SCf -5- 350.0 psf o.o psf 1.000 22350.o I 3.73 ft o.o plf o.oo ft 0.00ft Circular 60.0 in Free -5-. - 83365.5 ft-# o.o ft-# 83365.5 ft-I 22350.0 # 11.07 ft 1292.2 psf 1291.2 psf ,'-lo GEORGE R. SAU11DERS ASSOCIATES, KW060361 I I I I I I I I I I I I I I I I I I I MARTIN & DUNN INC .. STRUCTURAL & civIL ENGINEERS 7801 MISSION CENTER COURT, SUITE 400 -SAN DIEGO CA 92108 (619) 497-21i8/FAX 497-0429 DESIGN OF EMBEDDED POLE FOOTINGS LEGOLAND-CASTLE COASTER -NORMAL+TEMP CASE DESIGI DAU -1--2-.- Allow Passive 350.0 psf 350.0 psf Max Passive 0.0 psf o.o·psf Load Duration Factor 1.000 1.000 Point Load 34870.0 # 5290.0 # Load Height 3.83 ft 5.23 ft Dist. Load o.o plf o.o plf Start Height 0.00 ft o.oo ft End Height 0.00ft 0.00 ft Pole Ty~ Circular Circular Width/D1aneter 60.0 in 48.0 in Surface Restraint ? Free Free SOJIIARY Moments@ Surface ••. -1--i-.- Point Load 133552.1 ft-I 27666. 7 ft-# Uniform Load 0.0 ft-# · o.o ft-# ••• Total Moment 133552.1 ft-# 27666. 7 ft-# Total Lateral Load 34870.o # . 5290.o I . -D-RFSTR!lJED RF.SULTS - Min. Req'd Embedment A{1+(1+4.36h lA)",5)/2 A=2.34P/(S 1 ) 14.92Jt 6.95 ft. Press@ 1/3 Embed Actual o.o psf 811.2 psf Allowable o.o psf 810.3 psf f4 1 fCI~ \ V4.4D (c) 1983-96 ENERCALC Date! 03/25/98 Page: 22. -3-.--4--5- 350.0 psf 350,0 psf 350.0 psf o.o psf o.o·psf o.o psf 1.000 1.000 1.000 11.00.0 I 1210.·0 # 880.o I 4.27 ft 5.40·ft 4.96 ft o.o plf O.Oplf . o.o plf Q.00 ft 0.00 ft 0,00 ft 0.00 ft 0.00 ft 0.00 ft Circular circular Circular 48.0 in 36.0 in• 36.0 in Free Free Free -3--4--5- 15799 .o ft-# 6534.o ft-I 4364.8 ft-# o.o ft-# 0.0 ft-# 0.0 ft-# 15799 .o ft-# 653to ft-# 4364.8 ft-# 3700.0 I 1210.0 I 880.0 # 5.78ft 4,36 ft 3. 78 ft I 675. 7 psf 674.6 psf 508.1 psf 509.0psf 441. 7 psf 440. 7 psf f'-\?:i f'-\4: f'15 O~\yf wov,~· GEORGE R. ~AUlIDERS ASSOCIATES, KW060361· I I I I I I I I I I I I I I I I I I I MARTIN & DUNN INC. STRUCTURAL & civIL ENGINEERS 7801 MISSION CENTER COURT, SUITE 400 -SAN DIEGO CA 92108 (619) 497-21 i8/FAX 497-0429 DESIGN OF EMBEDDED POLE FOOTINGS LEGOLAND-CASTLE COASTER -HORHAL+TEMP CASE D~iGI DAU -1--2---· Allow Passive 350.0 psf 350.0 psf Max Passive o.o psf O.Opsf Load Duration Factor 1.000 1.000 Point Load 23120.0 I 15750.0 # Load Height 5. 73 ft 3.78 ft Dist. Load O.'O plf O.Oplf Start Height o.oo ft 0.00 ft End Height 0.00 ft 0.00 ft Pole Type ' . Circular Circular . Width/D1aiteter 60.0 in 48.0 in Surface Restraint ? Free Free SOIIIARY Moments@ Surface ••• --,-1--2- Point Load .. 135915.6 ft-# 59535.0 ft-# . Uniform Load 0.0 ft-# 0.0 ft-# • • • Total Moment 135915.6 ft-# 59535.-0 ft-# Total Lateral Load 23720.o I · 15750.0 I -IOI-RF.Smm:D RESULTS - Hin. Req'd Embedment A(1+(1+4.36h 'A)A,5)/2 A=2.34P/(S 1 ) 12.04 ft 10.49 ft Press@ 1/3 Enbed Actual o.o psf 1223.1 psf Allowable o.o psf 1224.0 psf fz,-a f&t V4.4D (c) 1983-96 EHERCALC i>ate: 03/25/98 J?age: 2:) -- -· -3--4---5--- 350.0 psf o.o psf 350.0 psf o.o psf 350.0 psf o.o psf 1.000 1.000 1.000 2480.0 I 1960,.0 # 6490.o I 3.29 ft 3.17 ft 3.30 ft O.Oplf 0.00 ft o.o plf 0.00 ft 0.0 plf . 0.00 ft 0.00 ft 0,00 ft \I o.oo ft Circular circ!".b Circular 36.0 in In 36.0 in Free e Free -3-:-· --·--.5- 8159.2 ft-# 7389.2 ft-# 21417.0 ft-# o.o ft-# 0.0 ft-# 0.0 ft-# '8159,2 ft-# . 7389.2 ft-# 21417 .o ft-# 2480;0 I 1960.o # 6490.o I 5.27 ft 4,90 ft 7.94ft 616.2 psf 615.3 psf 573,1 psf 572.1 psf 926.9 psf 925. 9 psf r<-¾ ft-l7 fi6 I \ GEORGE R. SA011DERS ASSOCIATES, KW060361 I I MARTIN & DUNN INC. . STRUCTURAL & clvIL ENGINEERS . 7801 MISSION CENTER COURT, SUITE 400 -SAN DIEGO CA 92108 · (619) 497-21i8/FAX 497-0429 DESIGN OF EMBEDDED POLE FOOTINGS Date: 03/25/98 Page: 24 I LEGOLAND-CASTLE COASTER -llORMAL+TEMP CASE I I I I I I I I I I I I I 1· I I V4.4D (c) 1983-96 EHERCALC -----------'~-DKSIGI D!f!--.,.-----,.--- Allow Passive Max Passive Load Duration Factor Point toad Load Height Dist. Load start Height · Eild Height Pole Type Width/D1aJ1eter Surface Restraint ? ·-·.-. 1-· -· 350,0 psf o.o psf 1.000 3190.0 # 3.44 ft 0.0 plf o.oo ft 0.00 ft Circular 36.0 in Free -------SOIIMARY------------Moments @·Surface ••• Point Load· Uniform Load • • • Total Moment Total Lateral Load -IOl·RESTR!IDD RF.SUI.TS -Min. Req'd Embedment A(l+(1+4.36h /A)".5)/2 A=2.34P/(S 1 b) Press~ 1/3 Embed Actual Allowable -1- 10973.6 ft-# O;O ft-# 10973.6 ft-# 3190.o I 5.90 ft 689.6 psf 688.4 psf f1i \ \ \ / GEORGE R. SAUNDERS ASSOCIATES, KW060361 ' ' ! : ::'. ' MARTIN & MARTIN, INC. Structural & Civii Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118· ·fax (619) 497-0429 · JOB (£G-QUJ,JtJ CALCULATED BY 2~ SHEETNO. _____________ ___,_ __ ____,_OF----.----- .Dw DATE_b..._l~-~--- CHECKED BY .. -------------DATE ____ _ ·;-;.·;,i-,'1.:Je:--;,;·~J:-..,-, :J,t.;.~-1.·.1,.·.l;.;-.;.·~ • ~ . . A.C..tl\J[ ~IL ~W~~ .:=.. ~-spcp ,. :=l!l ~ " ; , W~LL n-\(Ultv£$S t :;. /0 y p -t Ut~, -;:; u s~ l'l.P l CJ.,l 4>L ~· e.ti;r~I t--'.JI IJ(, _f -s:! ~ ~'-~uz ~WT ~ .. '!~-{, 4 Ht b-H V'lb-U. v--1in.\: to~sro2 l\ i:oonPo-s\A'l-u-l-Atv! b t ,,, HI- I ' .1 -· ----- l\ ·,, ~ \J AL\J ~ s 6~ P A+JD . \r\ , \'l-rl.f;VL TU (}<l(0tA,\1,Gt-l .S · FQ'l-S~t.t,t 00 ~e<T .?A-~fl. i 'i \ " -· ··-·· ·-~-,' .. ....... .. ,._, __ ... ' ........ . lj;====-=-=~-=·--=•~ ••:=•--=-==• ========.===n=~~==-===· =--=-=== MARTIN & MARTIN, INC. JOB l~O.L . . 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I I I I I I I I I I I I I I I I I I I Title : LEGOLAND Job_# Dsgnr: Date: Description : CASTLE HILL -CASTLE BASE COASTER RETAINING WALLS Scope: Rev: 5=1 Cantilevered Retaining Wall Page 1 Description COASTRWLL13@pier I General I I Soil Data Retained Height = 13:00 ft Allow Soil -Bearing = 2,500.0 pst Wall height above retained soil = 0.00 ft Equivalent Fluid Pressure Method Slope Behind Wall ·-0.00: 1 Active S~il Pressure -Heel Side = 35.0 psf Height of Soil over Toe 6._00in Active Soil Pressure-Toe Side = o.o pcf Passive Press1,1re = 350.0 pcf Soil Density = 110.00 pcf Water table height over heel = -0.0ft I FootinQ Data I I Slidin_a Data - Toe Width = 2.50 ft Fdction Factor @ Footing & Soil = 0.350 Heel Width = 8.00 ft ... neglecfht. for passive · = 6.00in Total Footing Width = 10.50 ft Footing Thickness = 18.00in Lateral Sliding Force = 4,679.4 lbs Footing Shear Exceed less Pa$sive Pressure Force = -2,756.3 lbs I Footing Key Data • less Friction-Force = -5,008.5 lbs Added Restraint Force Requir~d = 0.0lbs Distance from Toe = 2.50 ft Width = 12.00 in Depth -24.00 in I Added Lateral Load on Stem . _ I I Adjacent Footing Data Lateral Load = 1,000.0 #/ft Adjacent Footing Load = O.Olbs ... Height to Top = 11.00ft Footing Width = 0.00 ft ... Height to Bottom = 10.00. ft Eccentricity = O.00in Wall to Ftg CL Dist = 0.00 ft Footing Type = Line Load Base Above/Below Soil at Back of Wall = 0.0ft I Footing Design Results re = 3,009 psi Minimum Footing Rebar Options ...... Fy = 60,000 psi Minimum As% = 0.0018 -Toe Side ...... Heel Side .... Rebar Cover@ Top = 3.00 in #4@ 7.75'in #4@ 5.25 in Rebar Cover @ Bottom = 3.00 in #5@ 12.00 in #5@ 8.00 in toe Heel #6@17.00in #6@ 11.25 in #7@23.00 in #7@15.25 in ACI Factored Soil Pressure = 3,193 623 psf #8@30.50 in #8@20.25 in Mu' : From Upward Loads = 9,341 0 ft-# #9@38.50 in #9@25.50 in Mu' : From Downward Loads = 1,225 · 0 ft-#· # 10@ 48:25:/n # 10@ 32.25 in Mu: Used For Design = 8,116 22,667 ~-# Actual One-Way Shear = 19:62 93.21 psi Key Reinforcement: Not Req'd = Mu<S*Fr Allowable One-Way Shear = 93.11 93.11 psi I I I I I I I I I I I I I I I I I I I I I I I Title : LEGOLAND Job# Dsgnr: Date: Description : CASTLE HILL -CASTLE BASE COASTER RETAINING WALLS Scope.: Rev: 504001 Cantilevered Retaining wan· Description COASTRWLL 13@pier I DesiQn Summary ---Total Bearing Load = Summary of Stem Section Designs .... '23. Page 2 ... resultant ecc. = 14,310 lbs 14.14 in Top: 12 in Gone, #7@6.00 in@Edge, From 13.0 ftto 0.0 ft Soil Pressure @ Toe = 2,281 <= ~.500 psf 2,500 psf 2nd: 12 in Cone, #7@12.00 in@Edge, From 0.0 ft to 3.0 ft Soil Pressure @ Heel = 445 <= ACI Factored Press@ Toe = 3,193 psf ACI Factored Press @ Heel = 623 psf Footing Shear@ Toe. = Footing Shear @ Heel = WALL STABILITY RATIOS Overturning Stability Ratio Sliding Ratio Ratio 19.6 <= 93.2 > = = 93.1 psi 93.1 psi 2.96 1.66 Stem Design & Con~truction Design location for stem is at this height above footing = Wall Material Above "Hf' = Thickness = Rebar Size = Rebar Spacing = Rebar Placed at = Design Data fb/FB + fa/Fa = Total Force @ Section = Moment .... Actual = Moment. .... Allowable = Shear ..... Actual = Shear ..... Allowable Bar Embed ABOVE Ht. = Bar Embed BELOW Ht. = Wall Weight = Rebar Depth 'd' = Masonry Data fm = Fs = Solid Grouting = Special Inspection = Modular Ratio 'n' = Short Term Factor = Equiv. Solid Thick. = Concrete Data fc = Fy = Toe stem Bar Embed NG 0.00 ft Concrete 12.00 in ,# 7 6.00in Edge 0.876 6,727.Slbs 39;636.9 ft-# 45,265.5.ft-# 58.63 psi 93.11 psi 24.68in 24.68 in 150.0-psf 9.56in 3,000 psi 60,000 psi 2nd Stem Stem OK 3.00 ft Concrete 12.00 in #· 7 12,00 ih Edge 0.936 4,675.0 lbs 22,666.?"ft-# 24,225.8 ft-# 40.74 psi 93.11 psi 26.78 in 12.50 in 150.0 psf 9.56 in 3,000 psi 60,000 psi l1 • I I I I I I I I I I I I I I I I I I I Title : LEGOLANO Job# Qsgnr: Date: Description : CASTLE HILL-CASTLE BASE COASTER RETAINING WALLS Scope: Rev: 50<!001 Cantilevered Retaining Wall Pa~e 3 Description COASTRWLL 13@pier I Summary of Overturning & Resisting Forces & Moments ..... OVERTURNING ..... . .... RESISTING ..... Force Distance Moment Force Distance Item lbs ft Heel Active Pressure = 3,679.4 4.83 Soil Over Heel Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = Toe Active Pressure = 0.67 Soil Over Toe Surcharge Over Toe = Stem Weight(s) = Earth @ Stem Transitions = Footing Weight = Key Weight = Vert. Component = Added Lateral Load· = 1,000.0 12.00 Load @ Stem Above Soil = TOTALS = 4,679.4 lbs Q.T.M. = Total used for Soil Pressure = 14,310.0 ( + Axial Uve Load, Vertical component of active pressure NOT used for soil pressure Toe Surcharge Not Used To Resist Overturning Heel Surcharge Not Used To Resist Overturning ft-# lbs ft 17,783.6 10,010.0 7.00 0.00 137.5 1.25 1;500.0 3.00 2,362.5 5.25 300.0 3.00 12,00Q.0 49,783.6 14,310.0 R.M, = Resisting/Overturning Ratio = -Vertical Soil Component) Moment ft-# 70,070.0 171.9 4,500.0 12,403.0 900.0 88,044.9 2.96 I I ., MARTIN & MARTIN, INC. 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