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3901; FIRE STATION 6; REPORT OF COMPRESSION TEST; 2007-12-27
U.LIUIILUUO .L'*.J.I X%A jj4)00UV)'i %x ruzv..r. u.Lo uuvou. - 3q0\ DVBE - 613 C 619.883.663a Construction Quality Assurance Management . San Oleo 619.583.664 fax - -. - REPORT OF COMPRESSION TEST -. --- PROJECT NAME —j, - OSA FILE NO. PROJECT ADDRESS OWNER ARCHITECT STRUCTURAL ENGINEER CONTRACTOR PROJECT INSPECTOR DSA APPLICATION NO. PROJECT NO. I ZLE5 BLDG. PERMIT NO. BLDG. PLAN FILE NO. GOVERNMENT NO. GOVERNING AGENCY SAMPLE DATA -- REPORT OF 0 CONCRETE MORTAR IM GRoLrr 0 HS GROUT. rl PRISMS FLEX BEAMS PLACEMENT DATE SUPPLIER CD —2 I'A.4IX NUMBER TYPE OF CEMENT LOAD NO. ADMIXTURE - TIME EIATCHED SET NO. AIR TEMP. (deg.) _...60 ... SPECIFIED STRENGTH (psi)..2Jt09_ @ 28 DAYS DATE REC'D IN LAB PROCESSED BY:___________ MIX DESIGN PSI___________________________________ MIX DESCRIPTION.j,V TICKET NO.____ t TRUCK NO.____________ AT(YDS.) 4 OF TOTAL YDS. Z,. SLUMP (IN.) _ SPEC (IN.) TIME SAMPLED _S AGE (mri.)-' - AIR (%) - SPEC (%) CONC. TEMP. (deg,)6 SPEC (deg.) - SAMPLES MADE BY _3. \2—# OF SPECIMENSL( DAYS LOCATION OF PLACEMENT r_. Ih - . L / c- • LABORATORY DATA - TESTED LAB NO DATE TESTED DIMENSIONS, In. -- Width x Depth TEST ARE (sq. inches) - MAXIMUM LOAD. lbs Lid, . COMPRESSIVE - STRENGTH, psi r )1,9417A 1--. .i9j3t z- 19417 E, - 194.17 c t _L_ 941 B L_~ F I .I I - ______ I H 'A=Conn; B'Cone and Split C=Cone and Shear. D'Shear E=Columnar. .- Materials were sampled and tasted in general accordenco with ASTM and project documerOa. DYES DM0 Materials were eampted and tests were performed in accordance with bSP. approved documents. Jvgs MMO Materials were Sampled and tests were performed In accordance wth Cafomla Test Methods. [JYES DNa REMARKS: DISTRIBUTION: cnneat. Enptncer, COnit3Or, Kispecter. Any) REVIEWED BY: - . -. DATE: -- Construction Quality Assurance Management - DVBE-SB . e3.6654fx - OO.48tA&4t -- - REPORTOFCOMPRESSI?PF MT - •V V PROJECT NAME -- DSAFU.ENO.____________ PROJECT ADDRESS 2OI IMANMEWrAM RD. CL.A.CAS -. OWNER ar 00 CA.LS9AD ARCHITECT M.0 ARCHIfl I047 VP 10 cUCAMONOA. CL O997.9Q9 sTRuCrUPAL ENGINEER K.B. LELJNG & ASSOCIATES, INC 909-944-0029 BLDG. PLAN FILE NO.____________ CONTRACTOR EDGE CONSTRUCTION GOVERNMENT NO. PROJECT INSPECTOR NOAH T.LYSEK - V GOVERNING AGNCY CAILSBA1) SAMPLE DATA REPORT OF. 0 CONCRETE MORTAR GROUT 0 HS GROUT PRISMS J OTHER DATE REVD IN LAB. PROCESSED BY. V V MIX DESIGN PSI 3000PSI MIX DESCRIPTION 7 SK GROUT MIX#67-123 V TICKET NO. 49490 V V V TRUCK No. 414 AT(YDS.)4 OF TOTAL YDS. 10 SLUMP (IN.)_ SPEC (IN.) 8" TO ii" TIME SAMPLED 12:25PM AGE (min.) 32 V __LLSS 1 AI (%) SPEC (%)V 69 V CONC. TEMP. (de.) 64 SPEC (deg.)_____________ SPECIFIED STRENGTH (psl)2000PSI © 28 - DAYS SAMPLES MADE BY NOAH T. LYSEK # OF CYLS CAST 4CV7 - LOCAT1ONOF PLACEMENT CM.U. WALLS LOCATED AT5®ALINE V V V —u - S V V V V •VL SJSJVJ_1VV V LABORATORY DATA AGE LAB NO TESTED () DIMENSIONS ar J -TEST AREA - MP4tJt0Aj, COMPRESSIVE ( ¶. STRE r - SU .jO.7)7 - 19353 00 ,244c2 193.53 193i3 V V _____________________ — V_- V•V V _______ A=C BConB arid S$t C=Cmm and Sheai DStear Eominar. Matellals were3wnPlOd and tastain ganail eecIanca wUi P2TM and pmJadQGumen. mmo Medata ware camped and tub Vmm panned In 0crdanve wUh flSAappmved dGCUXnantS DNO REM4JRKS: V V DISTRIBUTION: (OwQNoNø. Enginw.Cnaaabr. rqncy) VVV REVIEWED BY: - DATE: DSAAPPUCATION NO. PROJECT NO. jg1 - BLDG. PERMIT No._____________ PLACEMENT DATE DECEMBER 4,2007 SUPPLIER SUPERIOR MIX NUMBER 67:123 TYPE OF CEMENT - 7SKGR0I.JT LOAD NO. ADMDCrURE TIME BATCHED SET NO. AIR TEMP. (deg.) GROUT AID V V 11:18AM 3q01 Construction Quality Assurance Management . 8.583.6633 909.481.8833 CJWO.R DVBE SS 61D.6nG&SA fax fax REPORTOFCOMPBESSION TEST PROJECT NAME CALS1&AO S'tflOTJ •i(o DSA FILE NO.____________ PROJECT ADDRESS 7Z0 S. R 0 9&t-&TMb FqLr __ - DSA APPLICATION NO.____________ OWNER PROJECT NO.FI1S ARCHITECT iiJ L -- BLDG. PERMIT NO.______________ STRUCTURAL ENGINEER .3 L .t.j P4Gr . BLDG. PLAN FILE NO.______________ CONTRACTOR . j4 Th4Ot GOVERNMENT NO. PROJECT INSPECTOR umc mis GOVERNING AGENCY______________ SAMPLE DATA REPORT OF 0 CONCRETE MORTAR El GROUT HS GROUT PRISMS OTHER PLACEMENT DATE 12.1%310-7 DATE REC-D IN LAS PROCESSED BY:( to SUPPLIER 45ia0E12,2 A4YJ1ix MIX DESIGN PSI 3000 PSt MIX NUMBER (67- MIX DESCRIPTION COO Ps) 3(" (I4•t TYPE OF CEMENT I \? TICKET NO. 10 i (a '3 6 TRUCK NO. LOAD NO ATtYDS.) 16 OF TOTAL YDS.I ADMIXTURE -i J A SLUMP (IN.) __i' SPEC (IN.) 9—% lb " TIME BATCHED TIME SAMPLED !: AGE (mm.)B3 SET NO AIR (%) SPEC (%) AIRTEMR(deg.) ..- -- CONCJEMP. 72 6 . SPEC (deg.) SPECIFIED STRENGTH (psi) 2 DAYS SAMPLES MADE BY M . # OF CYLS CAST LOCATIONOFPLACEMENT Q.O LILl@. D.E.I+ -- LABORATORY DATA AGE TESTED LAB NO -- DATE TESTED DIMENSIONS -. . (inches) TEST AREA (sq. Inches) MAXIMUM LOAD (ibs) I L COMPRESSIVE STRENGTH (psi) : I ____ _____ (1-•2-o7 IX.3.t.5 c1• -2;Ii_ 2mo_.. - 9384 19384 -- t9384 It-ur1 ; ine 3npj u0t;4ne anti Sflear lJShear, gomnat. Materials were ampCcd and tested In general accoiIanee with ASTM and project documents. DYES Materials Wore sampled and tests were peroemed in accordance with bSA approved documents. . [Jvs r7NO REMARKS . DISTRIBUTION: ('thltuvt. Enaeer. Cc(et, napccwr, -. REVIEWED BY: . . •DATE: 1. . 12/20/2007 16:16 FAX 16195836654 "G" FORCE 619 583-6633 10003 Pardo Cucamor4a Construction Quality Assurance Management- YRCE V DVBE - SB l$ TLJF REPORT OF COMPRESSION TEST l-I------ PROJECT NAME CAPJSSAD ME e, DSA FILE NO. V PRQIECT ADDRESS- 7a,Sk*N=SAwrATERacmLSBAbC& PSA APPLICATION NO. V V V OWNER V a1YO?CAitLSU&D V PROJECT NO. 1 .1 5 .ARCHITECT . PERMIT ko. V STRUCTURAL ENGINEER - K.B.LEUNC & ASSOCIATES, INC. 909-944-0029 - BLDG. PLAN FILE NO. - CONTRACTOR EDGE CONSTRUCTION _V_V GOVERNNMNT NO;..____________ PROJECT INSPECTOR NOAH T. LYSEK GOVERNING AGENCY CARLSBAD V V V SAMPLE PA1A VVVVV• V -- REPORT O- t. V- VVV -. OCONCREFE ] MORT 0 GROUT MS GROUT [J PRISMS J OTHER PLACEMENT DATE. NOVEMBER 20, 2007 DATE RECD IN LAB.,V!J?._- PROCESSED BY: PPLIER MIX DESIGN PSI TYPE S MIX NUMBER VV'PE S MIX DESCPJFT1ON V •ry'PE OF CEMENT TICKET NO. V TRUCK NO. - - .. LOAD NO V VV -. AT (YDS.) - OF TOTAL '(OS. 0 V V ADMD(URE VV V V SLUMP (IN.) SPEC (IN.)___________ TiME BATCHED V TIME SAMPLED 12:11PM AGE (min.) V_V SET NO. V AIR CA) ... SPEC (%) V AIR TEMP. (deg,) 69 V_•_ CONC. TEMP. (deg,)V V SPEC (deg.)_ SPECIFIED STRENGTH (psi) I800PSI 28 V V DAYS SAMPLES MADE BY NOAH T. LYSEK # OF CY1S CAST LOCATION OF PLACEMENT 3RD COURSE FOR WAU LQcTEI ON 4 FLINE O SHEEI.52.1 . V .--•- - - ._:_ -. VVV___ V V V L ._L_1V_•_VV V V V _V'__Vt J- V - V - - V V 1JV_lVWVVI__f V V V V V V LABORATORY DATA V V_ VV• V V fV._..rV_._..I_I -- V .1•. AG 'TESTED NO. ABVVV DATE TESTED DIMENSIONS V_fCIe S) TTAREd MAXiMUMLcAbk;0 COMPRESSIVE (sq. Inches) s) STRENGT1H (psi) 7 _.323 VjJ 7 VJ /7_2O V _2.°7 _19.323 _i4 . I I 700- JO - -'_19323 la-1W 4 V Jj.V Z5&O. MConc B'Cane and SpUn CrCcne and Shoai DShear. ECoLwnnar. aa era a nplvd and XeStedtn 11w1wW acawdance ath AM and pm3ai dacumard. OYM ONO Mateda warn aamp(ed and tnat warn parfrmad I,n ecaardane wilb OSA asprnvad daaumwda NO REMARKS; V V- V DISTRIBUTION: (O&.AtaI. ErnJnear, Cr er.Aaeacy REVIEWED BY: -, DATE .. VV -- 12/17/2007 12:19 FAX 16195836654 "G" FORCE 619 583-6633 II002/0O3 ConstrucUon Quality Assurance Management , DVBE-SB . 619.66S4fax WMNAMfm REPORT OF COMPRESSIOTEWr - PROJECT NAME cro DSA FILE NO. PROJECT ADDRESS nOl &&AN=stjrAr.iw. an ,c*... DSA APPL. flON NO.____________ OWNER Crry OFCARLMAO -. PROJECT NO.ivc - ARCHITECT aloe. PERMIT No.____________ STRUCTURAL ENGINEER K.B. LEUNG & ASSOCIATES, INC. 909.944-0029 BLDG. PLAN FILE NO,____________ CONTRACTOR EDGE CONSTRUCTION GOVERNMENT NO.. PROJECT INSPECTOR NOAH T. LYSEK -. GOVERNING AGENCY CARLSBAD - ri.- • -- - SAMPLE DATA -- REPORT OF. 0 CONCRETE MOIkTAR 0 GROUT HS GROUT PRISMS OTHER PLACEMENT DATE - NOVEMBER 16,2007 - DATE RE= IN i / i-i 4-r - PROCESSED BY -. - SUPPLIER MIX DESIGN PSI TYPE S -- MIX NUMBER TYPES - -- MIX DESCRIPTION . -- TYPE OF CEMENT - TICKET NO. TRUCK NO. -- LOAD NO. AT (YDS.)__-- OF TOTAL YDS. 0 -- ADMDCURE SLUMP (IN,)_- SPEC (IN.)- TiME BATCHED - TIME SAMPLED 9:08AM AGE (mm..) - SET NO. (1) 3CYLS. - AIR (9/6) SPEC (%)____________ AIR 1:EMP, (deg.) 79 CONC. TEMP. (deg.) - SPEC (deg.) - SPECIFIED STRENGTH (psl)ISOOPSI -- 28 DAYS SAMPLES MADE BY NOAH T. LYSEIC # OF CYl.S CAST 3 -- LOC&flCiIL OF PLACEMENT SIARTER COURSE ON.CLJNE _ - - ---. - . _- - --- ---- ------ - .--- ... -- . •1 __-____ _.. .. I I. - LABORATORY DATA --- -AGE TESTED - LAB NO DATE TESTED 'DIMENSIONS ESTAIA - (sq.Inches) NwmMumLQAU (b) COMPRESSIVE s_ .STRENGTH _.9307 19307 r2-I-o1 9 . - c6'O 2.-3 4 11 3 - _ - T.._-: = - - . - - — --_--_-- — --_- - QflM "om G=mm aI4 Shear. b=Sea E=GOftnw. eiiaw'e mupwdd Wad In goftwffl ecdnce with ASTM aM prbled dcumen. DYES ONO - Ivthdabwa smpd and teeth wem pzmad Iyi ecwdance with DSA appnved dcumrnd. EnyEs mmo REMARKS: DlSTRIj3I5flON: - ---. -- (OMBr.A Ew.Canc 94A5y% REVIEWED BY' -.----------.- DATE 12/17/2007 12:19 FAX 16195836654 "G" FORCE 619 583-6633 II003/0O3 ConstTuctlon Quality Assurance Management Rwcfw -- REPORT OF COMPRESSION 1ST V.- DVBE -SB -. - 6 619-qnsm MAWS= rlw 19.583.66$4fx O9A3t.4642x V PROJECT NAME CD7BEEAi1Q?A DSA FILE. NO. PROJECT A DRESS 72'sMNalo SANFAI1tBD. CALU..BAD. CA. OWNER TyQpCApLSflAb ARCHITECT M:cARCUMFM iouo moi v aoNgo9.ai -- STRUCTURAL ENGINEER K.B. LEUNG & ASSOCIATES, INC. 909-944-0029 CONTRACTOR EDGE CONSTRUCTION PROJECT INSPECTOR NOAH T. LYSEK V GOVERNING AGENCY CARLSBAD V V V SAMPLE DATA VV.I_ . -r - VV_V_VV_VV V V_VV VV VV REPORT OF. .0 CONCRETE MORTAR. GROUT HS GROUT PRISMS OTHER DATE RED IN B•. . PROCESSED BY: V SUPPLIER .. MIX DESIGN PSI TYPE S V MIX NUMBER TYPE S MIX DESCRIPTION . TYPE OF CEMENT TiciEi NO. .. TRUCK NO. - V LOAD NO. V V AT (YDS.) OF TOTAL YDS. 0 ADMDCURE SLUMP (IN.)__________ TIME BXrCHED TIME SAMPLED 11 24AM SEINO. . 3CYLS. j iz5. 7qy AIR (%) AIRTEMP. (deg.) CONC. TEMP. (deg.)__________ SPECIFflED STRENGTH (psl)I800PSI . _© . DAYS SAMPLES MADE BYNOANT. LYSEK _.LCATIQN OF PLACEIIENT3RD COLJKSE..FDR COLuMN LOCATED.T. G & 4 £RI LJN3S - LABORATORY DATA DATA AGE J) TES LAB NO T_. —i 1DIMENSIONS TESTAREk .(sq. Inches) MAXIMUM LOAD (Ibs) _COMPRESSLVE (psi) V7_ I932 ILQ ________ 2 i9321_ ;2..-i17 iAiO C{D . - .cAu; ne na pu cne wW stoai 05hns EcIwmar. Mi1i;ve, WDPbd Wd tasted In 96nrlt acic with AM mdtdoumen. oym r-140 Matttab 'ru wnpIed an tstwe pevformd n a=orftnC6vAth DSA appmved dcc*nnn?s. REMARKS;. DISTRIBUTION: r;nonwr, REVIEWED BY:VV VPATE: -V..._V DSAAPPUATION NO.___________ PROJECT NO. •'Z..,5Y BLDG. PERMIT NO._____________ BLDG. PLAN FILE NO._______________ GOVERNMENT NO.. PLACEMENT DATE. NOVEMBER 19, 2007 SPEC (IN.) - AGE (mm.) SPEC (%)_____________ SPEC (deg.) # OF CYLS CAST 3 PLfiEMENT DATE. DECEMI3ER 4,2007 SUPPLIER SUPERIOR MP(WUMBER 61-123 TYPE OF CEMENT 7SK GROUT - LOAD NO. ADMDCIIJRE GROUT AID -. TIME: BATCHED 11,18AM._.. Construction Quality Assurance Management . DYBE- SB • efs4fx 9OM81AB4afc r5r - REPORT OF COMPRES$ION TEST -- - ... ... .. PROJECT NAME CAnWAUF=SrA7M#6 . ru wo PRQECTDDRESS . • DSAAPPUCXflON NO.____________ OWNER WYOFCAMMAD -. PROJECT NO. .4l ARCHITECT WLt BLDG. PERMIT NO.____________ RUCTURAL ENGINEER K.B. LEUNG & ASSOCIATES, INC. 909-944-0029 - BLDG. PLAN FILE NO.____________ CONTRA=OR EDGE CONSTRUCTION GOVERNMENT NO.,____________ PROJECT INSPECTOR NOAH T. LYSEK . GOVERNING AGgNCYRLSBAD SAMPLE DATA REPORT OF T3 CONCRETE D MORTAR Q GROUT -- 9 KS GROUT (J PRISMS OTHER DATE RD IN LAB.. lak PROCESSED BY:___________ MIX DESIGN PSI 3000PSI -- ______________________ MIX DESCRIPTION 7 5K GROUT MIX#67-123 TICKET NO. 49490 TRUCK NO.. 414 __-. AT (YDS.)4 . OF TOTAL YDS. 10 SLUMP (IN.) tswrmgoum SPEC (IN.) 8" T011" - TIME SAMPLED 12:25PM AGE (mtn)32 SET NO. 1SET 4 CUBES AIR (%) - . SPEC (%)____________ AIR TEMP. (deg.) ..! CONC. TEMP. (deg.) . SPEC (deg.)____________ SPECIFIED STRENGTH (pst)2000PSI .. 28 DAYS SAMPLES MADE BY NOAH T. LYSEK # OF CYLS CAST 4 CLWDiC LOCATION OF PLACEMENT C.M.U. WALLS LOCATED AT5@ A LINE ._. .. - - . - : -; ,- • - . .. .- .--- - -. LABORATORY DATA .. ,.. •. - - AGE TESTED LAB NO DATE TESTED DIMENSIONS- (Indies) -TEST AREA indies) (Ibs) _MA)IMUMLOAD - COMPRESSIVE STRENGTH (psi) t it 1 19353 - 19353 19353 -S16 13353 .-'e oiw sp ne and 511aar DSIer E=CcIumcr. WUTa p1adnd tested in generel acerdar.ce with ASTM and project docwncnl E]s MateTtat were 3amped end tests we peifomtod Vi eccoynee with PSA approved docwaentE. REMARKS DISTRIBUTION: cactr. 1Qfly REVIEWED BY: DATE:- INtt-dI-JJr iu:i bD'-i ConMructlon Quality M5uranco Management 4 DVBE - SB 61.53.B6M tax - 8094O1A8421i -- REPORT OF COMPRESSION TEST PROJECT NAME -- DSAFILNO. - V PRCJCT ADDRESS 'sowr*.'uiin ci lISA APPLICATION NO.____________ OWNER V CrrV0VCABLSRAD - PROJECT NO. _i - V ARCHITECT V wLCARCKnUWloMF=icttv. ooc. BLDG. PERMIT NO..V STRUCTURAL ENGINEER K.B. LEUNG & ASSOCIATES. INC. 909-944-0029 BLDG. PLAN FILE NO. CONTRACTOR V EDGE CONSTRUCTION GOVERNMENT NO,' PROJECT INSPECTOR V S NOAH T. LYSEK - V GOVERNING AGENCY CARLSBAD V VVV S - V V V SAMPLE DATA REPORT OF. 0 CONCRETE [J MOrR JM GROUT C3 HS GROUT PRISMS OTHER PLACEMENT DATE omcz DATE REM IN LPII PROCESSED BY V - SUPPLIER V Rmccm S.orvoc MIX DESIGN PSI 3000PSI MIX NUMBER V - f aa MIX DESCRIPTION 7SK GROTJT MIX#67- 123 TYPE OF CEMENT - VV SVVVV -- TICKET NO. 100151 V TRUCK NO. 673 __________ LOAD NO. AT (YDS.) 5 OF TOTAL YDS. 10.5 - ADMIXTURE V SLUMP (IL)1NcourAm SPEC (Itt) 8" - TIME BATCHIEU 11:23AM V TIME SAMPLED 12:1 IPM AGE (mm.) 48 SET NO. V(1) V AIR(%)_- SPEC (%)__________ AIRTEMP. (dog.) 14 V •SSSV CONC. TEMP. (dog.) 64 SPEC (dog.) SPECIFIED STRENGTH (psl)2000!51_—t 28 DAYS SAMPLES MADE BY NOAH T. LYSEK # OF CYLS CAST 4E3 LOCATiON OF PLACEMENTCM,U. WALLS LOCATED AT5@ C LINE - 1' -. V -- LABORATORY DATA V V V AGEV LAB NOTESTED, DATE TESTED 'DIMENSIONS (•) 'TEST AREA V MA)CIMUM LOAD (Ibs) TRETh(cI),I!: - 4 1340 _ç OZ m-3-Rto TI iWJ 34@ u pç s ii isü tsv Ehjin. %WMUft %VM emp.d md ted in gnir1 Sworn vAth ASThI &rd piqad Mgtadah v&m umIid and liti win petformed In e coi *1fJ DSA .ppved doojffmft. Dirge CIRO REMARKS: S V DI$TRISUTION: AtNIst. £nmw, ca"aw, VlpiM REVIEWED BY: V V DJAT: - Construction Quality Assurance Management San Diego 619.583.6633 I'ORCE DVE - SB 019.503.5654 fax REPORT OF COMPRESSION TEST PROJECT NAME _c *i? Rag.ira DSA FILE NO. PROJECT ADDRESS ...1?dJ bJTjq F- DSA APPLICATION NO._______________ OWNER . PROJECT NO.I Z , ARCHITECT -. . BLDG. PERMIT NO._______________ STRUCTURAL ENGINEER -. . BLDG. PLAN FILE No._______________ CONTRACTOR , GOVERNMENT NO. PROJECT INSPECTOR Pai,,D &SCVC1< .. ... - GOVERNING AGENCY______________ SAMPLE DATA REPORT OF M CONCRETE MORTAR GROUT HS GROUT PRISMS FLEX BEAMS PLACEMENT DATE //Z. '° 7 DATE REC'D IN LAB tj S. PROCESSED BY:____________ SUPPLIER . 13'm1q/ Tp,.iisi p-' MIX DESIGN PSI CfOo?, MIX.NUMBER . _____ . MIX DESCRIPTION 1 .4..// 4vvp TYPE OFCEMENT TICKET NO. __-9Zr TRUCK NO. / 3 3 LOAD NO. 3 AT (YDS.)4 OF TOTAL YDS.Z- Sye/ir ADMIXTURE SLUMP (IN.)'3VZ.., SPEC (IN.)_øL., -- TIME BATCHED . TIME SAMPLED 0-750 AGE (mm.) SErNCi. -.. AIR (%) SPEC(%)v/i . AIR TEMP. (deg.) toolyr- CONC. TEMP. (deg.)__7ir SPEC (deg.)_____________ SPECIFIED STRENGTh (psi)i4 SbO i 28 DAYS SAMPLES MADE BY # OF SPECIMENS_____________ DAYS LOCATION OFPLACEMENT , -- -.LABORATORY DATA AGE TESTED LAB NO DATE TESTED DIMENSIONS, In, Width x Depth TEST AREA - (sq. inches) MAXIMUM LOAD, lbs COMPRESSIVE - STRENGTH, psi UJ i_19263A - 7___± __192$a n-o -. _j;s- fleZ7 ._ 19263 . _1i'3S &C) / -- F aftu savii4i.—iAbne dflU near wnear EOlUMflar. Matorlala were aampicd and tasted in general accordance with ASTM and project documents. MNO Material.- ware sampled and tests were performed in accordance with DSA approved documents. E1as EINO Materials were sampled and taste were performed In accordance with California Teat Methods. EIYES EINO REMARKS: DISTRIBUTION: (owncr, Aisattect. Ebicor, Conactee. Iz.poctor, Aoenay) REVIEWED BY: .PTE: 11/$IJfUU1 1ti:LJ rAA 11O4 km tU1( Div ooa-0000 Construction Quality Assurance Management San °° 619.583.6533 DVBE - SB 619.583.6654 fax REPORT OF COMPRESSION TEST -. CAL5.Q FR DSA FILE NO. 12.o7 ./. 'b&e DSA APPLICATION NO._______ PROJECT NO. BLDG. PERMIT NO. STRUCTURAL ENGINEER BLDG. PLAN FILE NO. CONTRACTOR 7;cb4 ~r GOVERNMENT NO. PROJECT INSPECTOR .1p 88!J GOVERNING AGENCY SAMPLE DATA -- REPORT OF LEI CONCRETE 0 MORTAR GROUT 0 HS GROUT PRISMS FLEX BEAMS 'cc PROJECT NAME PROJECT ADDRESS OWNER ARCHITECT PLACEMENT DATE /1 '2.. - D'7 SUPPLIER P4LJ,,J jJ - MIX NUMBER - TYPE OF CEMENT ITT -. LOAD NO. ADMIXTURE wuh C-t TIME BATCHED 646-0 3 SET NO. AIR TEMP. (deg.) SPECIFIED STRENGTH (psi) 3OO @ 28 DAYS DAYS LOCATION OF PLACEMENT DATE REC'DIN LAB 0 15 PROCESSED BY- fl& MIX DESIGN PSI op'/ MIX DESORIPTION_J" 34.'WX I f1j 17 ,sPy TICKET NO._Z,..-7_7' TRUCK NO. )SS3 AT (YDS.)t.ø1$ -- OF TOTAL YDS.3 $4 SLUMP (IN.)5 (,, ' SPEC (IN.)11."/'4 TIME SAMPLED 1OS AGE AIR (%)A//j4. SPEC (%) -144 CONC. TEMP. (deg.) SPEC (deg.) SAMPLES MADE BYJ<'6 # OF SPECIMENS___________ LABORATORY DATA AGE LAB TESTED __ DATE TESTED DIMENSIONS, In. Width x Depth TEST AREA (sq. inches) MAXIMUM LOAD, lbs , COMPRESSIVE STRENGTHS psi - J-%1 -1 2294 q4 B ii-3,tiI — Irk 'A cU 12B4_ -3o 19264 A=Cona; 9aCono and Spill; C=Cane and Shear,bDsheafl E=Coiumnar. Materlals, Were sampled and tested in genera' accordance with ASTM and project documents, ONO Materials were sampled and teats were performed in accordance with DSA approved documents. MyEs r7NO Materials were sampled and teats were performed In accordance with California Test Methods. HO REMARKS: DISTRIBUTION: (Owirer, thilct. Engtnser, Corlaetor. tropector, Aoncyr; VIEWED BY: DATE: - -. LOAD NO. ADMIXTURE TIME BATCHED 2. SET NO. AIR TEMP. (deg.) 0,9 SPECIFIED STRENGTH (psi) 28 DAYS DAYS uo.uo r1LA I.U.L4)00Uv)'f ', ruwL Oj WjUU Construction Quality Assurance Management Sa.i OO K1 ' WEE r 619.563.55-33 LI - r. -- 6I9.583.6654 fax REPOT-0-F -COMPRESSION TEST -. PROJECT NAME C.gp cIRE 5i-i -no) PSA FILE NO. PROJECT ADDRESS 22I 5 \IJCIO S RNM f DSA APPLICATION NO. OWNER ARCHITECT STRUCTURAL ENGINEER CONTRACTOR PROJECT INSPECTOR WC -E. Vvv 1&DCK.. PROJECT NO. (F I2 BLDG. PERMIT NO. BLDG, PLAN FILE NO. GOVERNMENT NO. GOVERNING AGENCY — SAMPLE DATA REPORT OF 10 CONCRETE 0 MORTAR 0 GROUT HS GROUT PRISMS [J FLEX BEAMS PLACEMENT DATE 1 C)— I -0 '7 DATE REC'D IN LAB _o ),j PROCESSED SUPPLIER MIX DESIGN PSI______ ,1 .-• - MIX .NUMBER _ MIX DESCRIPTION 33LLeOI;:-'L4- TYPE OF CEMENT - TICKET NO. 72 >oL. TRUCK NO. t I AT (YDS.)I OF TOTAL YDS. Z147 -. SLUMP (IN.)334 SPEC (IN.) TIME SAMPLED 07 ZO AGE (mm.) AIR (%)p/P-., SPEC(%)_"V-. CONC. TEMP. (deg.) SPEC (deg,) 1O SAMPLES MADE BY (Zr-. j7 # OF SPECIMENS 4 LOCATION OF PLACEMENT' : fti\A OW 01-90L) INS r' 3 4 - LABORATORY DATA -. AGE TESTED - LAB NO DATE TESTED MENSIONS, in. Width x Depth TEST AREA (sq. inches) MAXIMUM LOAD, lbs , COMPRESS1VE to STRENGTH, psi q')2 6 A to-S' c2219226 11 u-I5 _J 19226 %1-%S -- -- ito _._. 19226 D E F Mcone; a'cone and spit; CCone and Sheen D=Shear ECohjmnar. Materials were sampled and tasted In general accordanco with ASThI and project documents. r7yEs [NO Matoriata were sampled and teats were performed In accordance With OSA approved documents. [J'ras r7NO Materials were sampled and tests were performed In accordance with California Test Methods. [JYES ONO REMARKS: DISTRIBUTION: (Owner, ArchlLecL Engineer, Controctar, lAtped0t. Agency)!-• REVIEWED BY: DATE: . U. VU,) Construction Quality Assurance Management SSfl Diego 619.58533 DVBESB 619,583,6$54 fax REPORT OP COMPRESSION TEST -. L'S DSA FILE NO. PROJECT ADDRESS TZ01 , DSA APPLICATION NO. OWNER PROJECT NO. cjc I2.I5 ARCHITECT BLDG. PERMIT NO. STRUCTURAL ENGINEER BLDG. PLAN FILE NO. CONTRACTOR GOVERNMENT NO. PROJECT INSPECTOR GOVERNING AGENCY = . SAMPLE DATA - --- . -. REPORT OF CONCRETE ID MORTAR GROUT 0 HS GROUT 0 PRISMS []FLEX BEAMS PLACEMENT DATE - 10 -01 DATE RECD IN LAB p/ i PROCESSED BY:•_________ SUPPLIER ILALPt PL MIXDESIGN PSI _ MIX.NUMBER 3CL4.O.OL? -- MIX DE L.. LL\— TYPE TYPE OF CEMENT tt. . TICKET NO.2.2'1(3r3 TRUCK NO. i2.. - LOAD NO. AT (YDS.)(.G' .5 OF TOTAL YDS.2J421 ADMIXTURE 'AJc.t7P, (o14. SLUMP (IN.)Ar '/4 SPEC (Ift)L_cro TIME BATCHED 07:oo TIME SAMPLED p114 AGE (mm.) SET NO. 2. . AIR (%)I SPEC % 17 .L7/ AIR TEMP. (deg.) CONC. TEMP. (deg.)(r S SPEC (deg.)- '10 SPECIFIED STRENGTH (psi) 28 DAYS SAMPLES MADE BYLj-. V # OF SPECIMENS -4-- DAYS LOCATION OF PLACEMENT . . EM (flJ @bUt.iE 2. i3EP'CCtJ LABORATORY DATA AGE TESTED LAB NO DATE TESTED DIMENSIONS. In. Width Depth TEST AREA (sq. inches) MAXIMUM LOAD,lbs ,L COSSIVE STRENGTh,psi 19221A_jts iZ _ qq7a,,_.. _Aw 19227 B 19227 19227° E F one a-eons ana sp11t c-cone and Shoa, D$hear, Elolumna Matorias were sampled and tasted In general accordance with ASTM and project documents: [EYES NO Materials were sampled and tests were pertrmed in accordance with DSA approvod documents. =YES NO Materials wore sampicd and tests were performed In accordance with CaMomla Test Metnods. [JYES NO REMARKS: DISTRIBUTION: -- (Owner, A,thttect. Lnglnser, Contrctg, Inspector, Agency -. REVIEWEDBY: DATE: FORCE PROJECT NAME - __.,.,,_,# Sn,,, 'S r'Jfl..1;j ,Jso .Juu-uuuu .t.., U U'* Construction Quality Assurance Management son Cnego 619 593.6533 DVBE - SB 619,56,654 fax - REPORT OF COMPRESSION TEST - PROJECT NAME CLS13PO (IZE -ioj ., DSA FILE NO._______ PROJECT ADDRESS 72..01 , PtJCHO El) DSA APPLICATION NO.______ OWNER PROJECT NO. C 2J L5 ARCHITECT BLDG. PERMIT NO._________ STRUCTURAL ENGINEER BLDG. PLAN FILE NO. CONTRACTOR .. GOVERNMENT NO. PROJECT INSPECTOR VA,VID - .... . - GOVERNING AGENCY SAMPLE DATA -. REPORT OF CONCRETE o MORTAR GROUT D HS GROUT PRISMS 0 FLEX BEAMS PLACEMENT DATE 10-I'0Y7 DATE REC'D IN LAB J0111 PROCESSED BY: SUPPLIER 'tM?-?cr MIX DESIGN PSI LMiro MIXNUMBER 0052 MIX DESCRIPTION 0)2- ! TYPEOFCEMENT TICKET NO. 22.(O_ TRUCK NO. '177 LOAD NO. AT (YDS.) _ t5 OF TOTAL YDS,W ADMIXTURE (4 SLUMP (IN.) 1' SPEC (IN.) j.i..cij" TIME BATCHED &31 . TIME SAMPLED )9 7 AGE (mm.) SET NO. AIR (%)w/ SPEC (%)1L ) AIR TEMP. (deg.) CONC. TEMP. (deg.) (L)° SPEC (deg.)_ "O SPECIFIED STRENGTH (psi) 2j6)l)@ 28 DAYS SAMPLES MADE BY P # OF SPECIMENS 4. DAYS LOCATION OF PLACEMENT -62(39F %M OISJ 1t)UrJE (- LABORATORY DATA - AGE TESTED LAB NO DATE TESTED -- DIMENSIONS, In. fl}pth TEST AREA (sq. inches) MAXIMUM LOAD,lbs 't. COMPRESSIVE . STRENGTH. psi — 7 _c& 1922g ZIR 19228 c _s(p 19228b E F -- ,='...ono; one CNI pin icone and Sl'iear DShear ECoIuninar, Materials were sampled and tasted In general accordance with ASTM and project documents. DM0 Materials were sampled and tests were performed in accordance with DSA approved documents. [EYES [N0 Materlais were sampled and tests were performed In accordance with Cailomla Test Methods. DYES DM0 REMARKS: DISTRIBUTION: - - (oAJthltecr. Engbw, Contractor, lnapectst. cy)-- REVIEWED BY: DATE: - - , n%Jfl'ja.a USC UUUUUQU 'in UUO Construction Quality Assurance Management DVBE - SB 619.563.6854 lax REPORT OF COMPRESSION TEST -- PROJECT NAME DSA FILE NO. PROJECT ADDRESS DSA APPLICATION NO. OWNER PROJECT NO. ARCHITECT BLDG. PERMIT NO. STRUCTURAL ENGINEER BLDG. PLAN FILE NO. CONTRACTOR GOVERNMENT NO. PROJECT INSPECTOR GOVERNING AGENCY________ SAMPLE DATA REPORT OF CONCRETE D MORTAR GROUT D HS GROUT D PRISMS [3 FLEX BEAMS PLACEMENT DATE 10 -1 -0-1 SUPPLIER 9ALO1'AZ i-tf MIX NUMBER - -. TYPE OF CEMENT LOAD NO. ADMIXTURE AJj) (-C) L TIME BATCHED SET NO. L AIR TEMP. (deg.) SPECIFIED STRENGTH (psi) '3O7Y @ 28 DAYS DATE REC'D IN LAB 10 ______ PROCESSED MIX DESIGN PSI áJ MIX DESCRIPTION 3O.pQ62_ TICKET NO. ZZ i_34 TRUCK NO. _15$ AT (YDS.) 2 37.5 OF TOTAL YDS. SLUMP (IN.) 5 Yq. SPEC (IN.) 4 .O• TIME SAMPLED 12:06 ACE (mm.) AIR (%) j! SPEC (%)2t1-_1 CONC. TEMP. (deg.) k7 or SPEC (deg.) 90 SAMPLES MADE BYg-RET. # OF SPECIMENS ..4 LOCATION OF PLACEMENT &ZAVLO __L) - LABORATORY DATA AGE TESTED LAB NO DAT5TESTED DIMNS10NS. in. Width x Depth TEST AREA (sq.inches) MAXI9U_M____7 LOAD.lbs COMPRESSIVE STRENGTH, psi >. a . 1, 229 A io- at 19229_B 11-16 19229c II) (,19229D iI3 F CIt& %jJJUL. .-s.Ul,e attu O, lad(, LI-anew; tLOLUrflfl2T. Macrials wcro sarnplcd and tested in geneiI accordance With ASTM and prvjcct documents. r:]YES DNO Materials were sampled and teats were performed In accordance with DSA approved docurnonts, DYES ONO Mtcrials were sampled and tests were porformod in accordance with California Test Methods. DNO REMARKS: DISTRIBUTION; Archict Ctrar. Illapeclor, Agenc REVIEWED BY: DATE: .L)..LQ LA. .LOiO'OQO' rUtt' O1t D)—ODJJ WJ UUfUU$ Construction Quality Assurance Management Seri Diego RanchD Cummonga 610,6816M 909.481.6= VI FPRCE DVBE . SB 61.5B3.5654 fax 909.481.4542 fax REPORT OF COMPRESSION TEST PROJECT NAME CZL3jC) f\ti 411c)t 4 DSA FILE NO._____________ PROJECT ADDRESS I46.%At~4-rk VE 20 DSA APPLICATION NO.______________ OWNER PROJECTNO.Q -2%5'?, ARCHITECT 'E4j.C. BLDG. PERMIT No. C(cO STRUCTURAL ENGINEER ki 4 BLDG. PLAN FILE NO.______________ . CONTRACTOR . -.IN1TZJT'.I ..... _. GOVERNMENT NO. PROJECT INSPECTOR SANgems -- GOVERNING AGENCY SAMPLE DATA REPORT OF CONCRETE MORTAR GROUT .HS GROUT PRISMS 0 OTHER PLACEMENT DATE - I t i DATE REC'D IN LAB PROCESSED BY:____________ _____ SUPPLIER So.J MIX DESIGN PSI 2$6 MIX NUMBER 32.32O + MIX DESCRIPTION TYPE OF CEMENT EI \! TICKET NO. 01.3(S340 TRUCK NO.___________ LOAD NO. - . AT.-YDS.) 0 OF TOTAL YDS. 7 ADMIXTURE SLUMP (IN.) SPEC (IN.)_,________ TIME BATCHED . TIME SAMPLED LO40 AGE (mm.) SET NO. 41P I AIR (%) SPEC (%) - AIR TEMP. -(deg.) .. _____ . CONC. TEMP. (deg.)k —__-z : SPEC1FED STRENGTH (psi) 3OO 22 DAYS SAMPLES MADE BY t1- . #OF CYLS CAST - LOCATION OF PLACEMENT—M&- tt4- LLf Srr3Ot7\1& LABORATORY DATA -. AGE TESTED LAS NO - 19394 DATE TESTED -- ia-( DIMENSIONS (inches) . TEST AREA (sq. inches) ______ MAXIMUM-LOAD (Ibs) j - COMPRESSIVE STRENGTH (psi) _2910 . 19394 '-Ic 'Air 19394j 19394 A=Ccre; E=Cona and Sp C=Cone and Shoar D=Shean ECotumnar, Matalial viera sampled and tested In general accoraanoe with ASTM ana project documents. [:JYES .N0 Matariala wero sampled and teata ware performed in accordance with DSA approved documents. NO REMARKS: DISTRIBUTION: (O11et. AV11I1OCt. Engineer, C4fllZ2C*ar, Ic%p5ct0t, AaenCy) REVIEWED BY. DATE: -- £h./UL/.UUI .L).iQ 1'!i U ii.)O.)UO)'& '.3 rUic Oif WJULJ.)IUU.) -- -- -•--" #I.LLi L..JL,T Iu.JDJ.b'-f r •i:i. Construction Qu1Ity A3surance Managem*nt - San 01"D Pardo Cu=m4fto 61191503=1 flWASIAM DVBE - SID 61954f.x Q481A42f iiV• !OrO'RT OF COMPRESSION TEST PRCJECT NAME -. OSA FILE NO. - PROJECT ADDRESS ' RANCHO 9A FD C.,kLLkA. I-A. DSAAPPUCATION NO.______________ OWNER Y(W CA3AD PROJECT NO. •iajs ARCHITECT WLC MCHffMTS IDM RAN010 WCAPIMCA.cp., BLDG. PERMIT NO.___________ STRUCTURAL ENGINEER K.B.LEUNG&ASSOCIATES, INC. 909-944-0029 BLDG. PLAN FILE NO._____________ CONTRACTOR EDGE CONSTRUCTION . GOVERNMENT NO. PROJECT INSPECTOR NOAH T. LYSEK GOVERNING AGENCY CA1LSBAD - SAMPLE DATA -. ---V VVV• RPOR1 OF 0 CONCRETE 0 MOJkTAR ( GROUT HS GROUT 0 PRISMS OTHER PLACEMENT DATE. '7 SUPPLIER sureEm - MD( NIJMBER . (1 . TYPE OF CEMENT LOAD NO. ADMIXTURE -. TIME BATCHE( 11:23AM -- SETNO. AIRTMP(dg) 74 DATE REC'D IN LAB. IL /c9.b' - PROCESSED BY: - MIX DESIGN PSI 3000PS1 MIX DESCRIPTION 7 SK GROUT MX#67-123 TICKET NO. 100151 . TRUCK NO. 673 AT (YDS.) 5 - OF TOTAL YDS. 10.5 SLUMP (IN.) 'WTHGROUTMD SPEC (IN.)S" TIME SAMPLED 12:11 PM AGE (mm.) 48 SPEC (%)_ CONC. TEMP. (deg.) 64 SPEC (deg.) SPECIFIED STRENGTH (p3l)2000PSI _Q 28 DAYS SAMPLES MADE BY NOAH T. LYSEK # OF CVt.S CAST 4"A~. LOCATION OF PLACEMEN'rC.M.U. WALLS LOCATED AT 5 @ C LINE V -. .- - LABORATORY DATA AGE TESTED B NO - DATE TESTED - DIMENSIONS Qnches) TEST AREA (SS. -. 1JMtOi . - 19340 _'4(c _Jii. - - COMPRESSIVE T (4&50 _10.6 qc Ala 19340 ca-9 4% 2-70 19 340 -. -___________ V -- ___•______ -- -- - 'onG UOtW 3p *f ShMJ D1SU Eorinr. d$fld tI$td1J1 9weral awOrtlartbe *b AS7M and pr*ct documents. oym 040 MIaiI* sampled sd tuts wars psbned In accvencs Wth DSA appraysd doannW. REMARKS: . V DISTRIBUTION - REVIEWED BY ------a- ---- pATE:.. ------ -- 02/14/2008 10:55 FAX 16195836654 "G" FORCE 619 583-6633 ,.-. '- Construction Quality Assurance Management DVBE-SB I1002 Ftkrdm Camona 9o.481.833 - OO$A814&4 DSA FILE No. DSAAPPLICA11ON NO._________ PROJECT NO._______ r 1ECT NAME C1UlLAOFtRE6Thi10N #(. IECT ADDRESS iwL S.1 HOAN1 RD. CARLS(JD,CA. -- OWNER (TFV OF CARLW4W San Ixego 619.583,654h .ARCHITECT WLc AROMMM LO FOOTIML ULVD.RA2DOCUChMOG C - BLDG. PERMIT NO,________ STRUCTURAL ENGINEER K.B. LEUNG & ASSOCIATES, INC. 909-944-0029 - BLDG. PLAN FILE NO.________ - CONTRACTOR EDGE CONSTRUCTION V -- GOVERNMENT NO. PROJECT INSPECTOR NOAH T. LYSEK GOVERNING AGENCY CARLSBAD - I-..: SAMPLE DATA -- REPORT OF. CONCRETEWIj 1:1 MORTAR GROUT HS GROUT PRISMS 0 OTHER PLACEMENT DATE JANUARY 14,2008 DATE RECD INLAB.. 1/46 PROCESSED BY: SUPPLIER ROBERTSONS MIX DESIGN pSI40b0PST - MIX NUMBER 4032001 MIX DESCRIPTION PLACE OR PUMP 3H -. V TYPE OF CEMENT TICKET NO. 233184 TRUCK NO. 554 - -. LOAD NO. 1 AT (YDS.) 5 OF TOTAL YDS. 97.5 - ADMIXTURE SLUMPON.)4 -- SPEC (IN,)N/A TIME BATCHED 7:05AM TIME SAMPLED 8:00AM - AGE (mm.) 55M1N - SET Na (1)4CYLS. ... AIR(%) .. SPEC (%)______ AIR TEMP. (deg.) 58 CONC. TEMP. deg.) 60 - SPEC (deg.)___ !CIFIED STRENGTH (ps1)40O0PS1,@ 28 DAYS SAMPLES MADE BY 'NOAH T.LYSEIç # OF CYLS CAST 4I. LOCATION OF PLACEMENTLIGHT POLE BASES -. - V.. V LABORATORY DATA AGE 5 NO DATE TESTED DIMENSIONS DIMENSIONS TEST AREA' (sq. inches) MAXIMUM LOAD U (Ibs) _ .r COMPRESSIVE -- STRENGTh (ps_ 71454 i/V VL1 4.I5U _-- 974O 29. 1 91,54 2/11 g-ic c5 P._ir.9454 2I 2T2 7 170 lnmt ----- __ ACon2 0ccna arid Sfflt D;C,= and S?Leal DShear ECoIwrinac W& vMM 9anplsdnzl edin ganaral s=rdanco wIh AMand pn)ect documanta. OYES DM0 Marlas wera sampe4 and tastawera parfimad In acardance With OSA appmved docurnan. j]YS P40 REMARKS: V V DISTRIBUTION: (OmW Archho., amonew QWWW, t!pa. AaeRcy E_ BY: DATE: _- V 02/14/2008 10:55 FAX 16195836654 FORCE 619 583-6633 I003 Ra Construction Quality Assurance Management 619.5m MASIAM DVBE - SB $6554 99.48L4842fc - REPORT OF COMPRESSION TEST . 1.L.L NAME . .. DSA FILE NO. -- Ed ADDRESS DSA APPLICATION NO. - OWNER PROJECT NO.______ MY OF CAPUMAD - - ARCHITECT Wl..0 ARCWrECTS w 40 lu- BLVD. FLANCHOcuoc, CA. BLDG. PERMIT NO. - STRUCTURAL ENGINEER K.B.LEUNG & ASSOCIATES, INC. 909-944-0029 - BLDG PLAN FILE NO.•_ CONTRACTOR EDGE CONSTRUCTION . GOVERNMENT NO..._________ PROJECT INSPECTOR NOAH T. LYSEK . GOVERNING AGNCY CARLSBAD - - - - . SAMPLE DATA REPORT OF, CONCRETE 0 MORTAR. GROUT D HS GROUT PRISMS OTHER PLACEMENT DATE. JANUARY 14, 2008 - DATE RECD IN LAB. PROCESSED BY SUPPLIER ROBERTSONS MIX DESIGN PSI 4000PSI -- MIX NUMBER 4032001 MIX DESCRIPTION PLACE ORPTJMP 3" TYPE OF CEMENT . TICKET NO. 233216 TRUCK NO. 538 - LOAD NO. 5 - AT(YDS.) 55 .- OF TOTAL YDS. 97.5___ ADM0CURE FIBER MESH SLUMP ON.) 3.5" -- SPEC (IN.) N/A - - - liME BATCHED - TIME SAMPLED 9:08AM AGE (mm.) 73M1N SET NO. (2) 4CYLS. AIR (%) . SPEC (%) - AIR TEMP. (deg.) 60 CONC. TEMP. (deg.)_ SPEC (deg.)_____ CIFIED STRENGTH (psl)4000PST, 25 DAYS SAMPLES MADE BY NOAI4 T. LYSEIC # OF CYLS CAST 4 - LOCATIONOFPLACEMENTNORT14SIDEOFACESSRO4D .............- -- LABORATORY DATA -AGE TESTED LAB NO DATE TESTED LAS DIMENSIONS (inches). TESTAEA (sq. Inches) MAXIMUM LO (Ibs). _C_iMPRESSIVE STRENGTH (psi) 1 IiVzi jv _____ x_cz— ______ _- 41cD 19455 z/ 2 co 5 5ô A'ccne &--CwmaM Split cCone and Shea DzzSheRc ECOufl2t. M3t$*WWeIflpIed and testsdin gmeral encorthince WI%hASIM and proeczdccumarita. EJo NEStarlab were sampled end th2a WEB pth2ITUBd 1nacotdaiiCe with OSA 8pveddOcurnrn. (JYES cjwo REMARKS: DISTRIBUTiON: REVIE BY:.. DATE: ____ 02/14/2008 10:55 FAX 16195836654 "G" FORCE 619 583-6633 I1O04 Con5tructlon Quality Assurance Management -DVSE-SB -. V 83.6654fz - 8O943t464f -- -- REPORT OF COMPRESSION TEST V V.---- --.V IECT V V DSA FILE. NO. JECTADDRESS V TPI - -- DSAAPPL1cAT1ON NO. _______ OWNER LYNOTCART$AD V V PROJECT NO. ARCHITECT WLCAMUMCTS ii oc co,s,-o,Jn BLDG. PERMIT NO.V -- STRUCTURAL ENGINEER K.B. LEUNG & ASSOCIATES, INC. 909-944-0029 BLDG. PLAN FILE NO. -_ - CONTRACTOR EDGE CONSTRUCTION V V V -- OOVERNMENTNO...__________ PROJECT INSPECTOR NOAH T. LYSEK . V V GOVERNING AGENCY Ci.RLSBAI)_ V •_V - VVVVVV -- _L If V V V V SAMPLE DATA REPORTOF. CONCRETE 0 MOTA V 0 GROUT HS GROUT 0 PRISMS PLACEMENT DATE JANUARY 14, 2008 DATE REC'D IN L.• V V PROCESSED BY_____ SUPPLIER ROBERTSONS V V MIX DESIGN PSI 4000PS1 V V MIX NUMBER V V VVV 4032001 V - MIX DESCRIP11ON PLACE OR PUMP 3" TYPE OF CEMENT VVVV - V V TICKET NO. 233244 TRUCK NO, 489 LOAD NO. 8 V AT (YDS.) 74 - V OF TOTAL YDS, 97• ADMIXTURE FIBER MESH - V SLUMP (IN.) 4.5" - .. SPEC (IN.)______ TIME BATCHED - 9:10AM V TIME SAMPLED 9:59AM AGE (mm.) 49M]N_ SET NO. (3) 4CYLS. AIR (%) SPEC (%)_____ TEMP. (deg,) 70 VVVV•V CONC. TEMP. (deg.) 63 SPEC (deg.) V - C1FIED STRENGTH (psi)4000PSI, Q 28 DAYS SAMPLES MADE BY NOAH T.LYSJK OF CYLS CAST 4 V LOCATION OF P IENTNORTH SIDE OF AcESSROAD V -. V V - _VV V _ut V_V LABORATORY DATA V - Ar TESTED VV VV LAB NO.ATE V TESTED DIMENSIONS çns) • EST7srV V (sq. Inches) MUM LOAD (Ibs? COMPRSStVE H STRENGTH (psi) •••V 7 _t946 liz! (YJL. - Z319456 2/I) 1.3 19456 j _24~ 00_1945 3/16 — V V VV - V VJVV VLJV V•••••••V - V _ V V V - V _ - ne wd,5pt C=O= and Shoai DShear. ECohimnar. - - MatosIaiero wmPWand untedIn genert accrane wIth AM and pmIctduniant. 011w DM0 Mateda aamled and testsv=e peftrmed Iyi axrdanca with PSA a,eddcctnaents. Das - immo REMARKS; - DISTRIBUTION: (0tEncJni- V VV V WED BY-. DATE: -- 11/30/2007 16:09 FAX 16195836654 "G" FORCE 619 583-6633 Construction Quality Assurance Management'San Diego 619,583,6633 DVBE - SIB 619.565654f REPORT OF COMPRESSION TEST -- OJECT NAME itV R arz. ,4 DSA FILE NO. OJECT ADDRESS ...22'J - 'iii RRJ DSA APPLICATION NO.______________ OWNER . PROJECT NO. _______ ARCHITECT - -' BLDG. PERMIT NO._______________ STRUCTURAL ENGINEER BLDG. PLAN FILE NO. CONTRACTOR Q, cjiç GOVERNMENT NO. PROJECT INSPECTOR ogf,)c/( GOVERNING AGENCY______________ SAMPLE DATA - REPORT OF M CONCRETE 0 MORTAR GROUT HS GROUT PRISMS 0 FLEX BEAMS PLACEMENT DATE '7 DATE REG'D IN LAB PROCESSED BY:____________ SUPPLIER . J'A(om.4 / MIX DESIGN PSI ?oO?, MIX.NUMBER . 3CL/O~ '~C . MIX DESCRIPTION jh? 4,vip pij TYPE OF CEMENT VV TICKET NO. 9Z TRUCK NO./ 33 ? LOAD NO. 3 . AT (YDS.))Jc OF TOTAL. YDS.Z. cyai ADMIXTURE 2.DA ( SLUMP (IN.) TIME BATCHED BATCHED OID TIME SAMPLED 07750 AGE (min.) SET NO. j_ AIR (%)N/ft SPEC AIR TEMP. (deg.) ('p1- CONC. TEMP. (deg.)_ir SPEC (deg.)_____________ SPECIFIED STRENGtH(psi)'1.SbO @ 28 DAYS SAMPLES MADE BY 4 #OFSPECIMENS e/ DAYS V . )CATION OF PLACEMENT S.d-&. AP,A-rs V V LABORATORY DATA V AGE TESTED LAB NO DATE TESTED _____________ DIMENSIONS, In, Width x Depth TEST AREA (sq. inches) MAXIMUM LOAD. lbs at COMPRESSIVE STRENGTH, psi )—>. > 19263A V xa 27 hzO -•192 6 3 11 , so V 7s(Do 19263 cj 5 E 19° F D-.Ofle and apitt Cone and Shear ()=Shear EColum,nar. Materials were sampicd and tasted in general accordance with ASTM and project documents. YE8 MNO Materlalc were sampled and tests wcre pBrfonned in accordance with OSA approved documents. ElVES 0 NO Materials were sampled and tests werc performed In accordance with California Teal Methods. MYES ElNO REMARKS: DISTRIBUTION: (Owner; Arcaltect. EnOinccr, Contractor, lnpoctr, Agency) V REVIEWED BY: DATE: 11/30/2007 16:09 FAX 16195836654 "G" FORCE 619 583-6633 Ij 003 Construction Quality Assurance Management San Diego 619,583 6633 DVBE - SB 619.583.6654 fax REPORT OF COMPRESSION TEST CA9LsV FI 5Th. DSA FILE NO. iz.ol /Vfl' DSA APPLICATION NO._______ PROJECT NO. _4.7.L1. BLDG. PERMIT NO. uI OJECT NAME OJECT ADDRESS OWNER ARCHITECT STRUCTURAL ENGINEER BLDG. PLAN FILE NO. CONTRACTOR 7es GOVERNMENT NO, PROJECT INSPECTOR i?' ê3ctCfç GOVERNING AGENCY - SAMPLE DATA -- REPORT OF CONCRETE J MORTAR GROUT HS GROUT PRISMS ID FLEX BEAMS PLACEMENT DATE /1 2.- '7 SUPPLIER _e4 Lem{ rr MIX NUMBER L/4 - TYPE OF CEMENT -. LOAD NO. ADMDCURE coLt TIME BATCHED SET NO. Iz- AiR TEMP. (dog.) Aw or SPECIFIED STRENGTH (psi) _-3600_@ 28 DAYS DAYS CATION OF PLACEMENT M3 DATE REC'DIN LAB PROCESSED BY: MIX DESIGN PSI 41t000 P-5 MIX DESCRIPTION TICKET NO. Lj3' TRUCK NO. )S3 AT (YDS.) OF TOTAL YDS. '3 Sid.c SLUMP (IN.)(, SPEC (IN.) TIME SAMPLED Oc AGE (min.)_.,, AIR (%) it//p SPEC (%) CONC. TEMP. (deg.) SPEC (deg.) SAMPLES MADE BY('61 # OF SPECIMENS___________ - LABORATORY DATA AGE TESTED LAB NO DATE TESTED IMENSIONS, In. Width x Depth TEST AREA (sq.inches) -MAXIMUM - LOAD,lbs jTe , COMPRESSIVE STRENGTH, psi - '-f_30 _B1234C_Th.3o ±9e-12_ - V_V 19264 D A=Cone; BeCono and Spit C=Cone and Sheer; beShoar E=Cok.rmnor. Matarlaiswora sampled and tested in general accordance with ASTM and project documents. MYES ONO Materials were sampled and teats were performed in accordance With DSA approved documents. YES NO Materials were sampled and lasts were performed In accordance with California Test Methods. [JEs REMARKS:' V DISTRIBUTION: V (Owm, ArChilad. Engineer, Contreator. Inpeclor, 05ency); tm "VIEWED BY' : VV _- DATE:-V OJECT NAME PROJECT ADDRESS OWNER ARCHITECT 11/12/2007 10:35 FAX 16195836654 "G" FORCE 619 583-6633 Ij 002 Construction Quality Assurance Management San Diego 619.583.6683 DVBESB 619.563.5854 fax REPORT OF COMPRESSION TEST _FdZ. 4 DSA FILE NO._____________ F;' - DSA APPLICATION NO._______________ PROJECT NO, ia,cr BLDG. PERMIT NO. STRUCTURAL ENGINEER BLDG. PLAN FILE NO, CONTRACTOR GOVERNMENT NO. PROJECT INSPECTOR GOVERNING AGENCY SAMPLE DATA REPORT OF rM CONCRETE MORTAR GROUT 0 HS GROUT 0 PRiSMS 0 FLEX BEAMS PLACEMENT DATE //-z-o 7 SUPPLIER JornA / T-iy 'PP MIX NUMBER TYPE OF CEMENT LOAD NO. -. - ADMIXTURE TIME BATCHED SET NO. AIR TEMP. (deg.) SPCLFIED STRENGTH (psi)'I SbO 28 DAYS DAYS DATE REC'DIN LAB IfS - PROCESSED BY MIX DESIGN PSI _ r~ MIX DESCRIPTION J" 4' %,'i, TICKET NO. TRUCK NO. AT(YDS.) OF TOTAL YDS.__________ SLUMP (IN.) -3 Y2- SPEC (IN.)/* TIME SAMPLED 0-7-50 AGE (mu,.) AIR(%) -.41 • SPEC (%) CONC. TEMP. (deg.)-ir SPEC (deg.)//I9 SAMPLES MADE BY $ — # OF SPECIMENS / A1ONOF PLACEMENT $.( LABORATORY DATA -Acone; BGC*ne and Split, C=Gone and Sheer, bShear, ECoIumnar. Materials wore Bampled and tested in general accordance with ASIM and project documents. DYES Dwo Materials were sampled and tests were performed in accordance with DSA approved documents. f]YES DNa Materials were sampled and teSts were performed in accordance with Caøomia Test Methods, DrEs DNa REMARKS: DISTRIBUTION: b.zciiteci. EnginCar, Csnfrctor, Enspesar, Agency): /IEWED BY: - DATE: 11/12/2007 10:35 7. FAX 16195836654 FORCE 619 583-6633 lJ003 Construction Quality Assurance Management San Dlego 610-553.6633 & D -s 619.5113.5654 fax V V - REPORT OF COMPRESSION TEST OJECT NAME CA9LJ4(2 Fi - DSA FILE NO._____________ PROJECT ADDRESS 12.o1 /YtYR-J1 vrr 4 DSA APPLICATION NO._____________ OWNER PROJECT NO. ARCHITECT BLDG. PERMIT NO. STRUCTURAL ENGINEER - V BLDG. PLAN FILE NO.______ CONTRACTOR _'s,54 (c,'sr GOVERNMENT NO. PROJECT INSPECTOR PAVI V GOVERNING AGENCY.V_____________ V V - SAMPLE DATA V V V V REPORT OF CONCRETE MORTAR [J GROUT HS GROUT PRISMS [3 FLEX BEAMS PLACEMENT DATE //'2..- 7 DATE RECD IN LAB_j15 PROCESSED BY:4..67 . SUPPLIER _f'trt fl2— tf MIX DESIGN PSI pJ V MLX.NUMBER o L.L,1 MIX DESCRIPTION I TYPE OF CEMENT ii; TICKET NO. TRUCK NO. )S3 LOAD NO. V AT(YDS.)2ø OFTOTALYDS. 14 ADMIXTURE t4/?jjA_(p SLUMP (IN.) SPEC (IN.)//i1. V TIME BATCHED V 6e,670 3 TIME SAMPLED AGE (mm.) _ - SET NO. V AIR (%)/t/44. - SPEC (%) AIR TEMP. (deg.) _i 1 V CONC. TEMP. (deg.) _7'P, SPEC (deg.)-v/ SPECIFIED STRENGTH (psi) 3000 @ 28 DAYS SAMPLES MADE 13Y # OF SPECIMENS 4/ V DAYS ATION OF PLACEMENT _D6e 1tM V X-e- LABORATORY DATA AGE LAB NO - DATE TESTED DIMENSIONS. In. TEST MAXIMUM - COMPRESSiVE TESTED - WIdth x Depth (sq. inches) LOAD lbs 9 STRENGTH, psi - V?_2F4. :' Zz-7 )/&1O.I '/L" . _19264c_t_3o V 56 19264 D 'A=Cono B=Cone and Split CCone and Shoar, D—Shoar EColumnar. Matericts ware Sampled and testod In general accordance with ASTM and project documents. DYES E:Jso Materials wore sampled and tests were performed In accordance wIth DSA appryud documents. =YZS NO MStorials were sampled and tests were performed in accordance with California Test Methods. DYES DNO REMARKS; - DISTRIBUTION: V (Owner. Atchkoct Eng ccr, Coflh(actDr, 1n605ct0r, Agancy)m (IEWEDBY: V VV DATE: V 12/04/2007 17:39 FAX 16195836654 G" FORCE 619 583-6633 II002 INUV-JJF ib; F-r(uII;LTjS. Iu:1bidbbf / ConstructIon Qunilty Aaurance Manag.m.M Sm 0 DVBE - SIB - oiB&4 - 814M2fi REPORT dI COMPRESSION TEST IJECT NAME . FILE NO._____________ PROJECT ADDRESS 7203 S. RANC40 SANTA u'u UP czun& liSA APPLICATION NO.____________ OWNER . OWOFCABLAD PROJECT NO. ARCHITECT BLDG. PERMIT NO. -- STRUCTURAl-ENGINEER K.B.LEUNG & ASSOCIATES. INC. 909-944-0029 BLDG. PLAN PILE NO.____________ CONTRACTOR EDGE CONSTRUCTION GOVERNMENT NO.. PROJECT INSPECTOR NOAH T. LYSEK - -. -- GOVERNING AGENCY CARLSBAD SAMPLE DATA - REPORT OF. 0 CONCRETE D MOIrAR j GROUT D HS GROUT PRISMS OTHER PLACEMENT DATE- ouzi U 7 DATE REC'D IN LAR, .111008 PROCESSED BY:__________ SUPPLIER V MIX DESIGN PSI 300OPSI -. MIX NUMBER - (Lit f A.1 Wi( DSCRIpflON7STC GROUT MIX#67-I23 TYPE OF CEMENT - TICKET NO. 100151 TRUCK NO. 673 LOAD NO. AT ('YDS.) 5 OF TOTAL YDS. 10.5 ADMIXTURE SLUMP (IN)__motrrAm . SPEC (It4.)8' -- liME BATCHEI1 11:23AM TIME SAMPLED 12:11PM AGE (mm.) 48 SET NC). (1)&- AIR(%) SPEC (%) - A1RTEMP. (dog.) 14 - --V--V_CONe. TEMP. (deg.) 64 SPEC (deg.)___- V SPECIFIED STRENGTH (p51)2000?SI_— (9 28 DAYS SAMPLES MADE BY NOAH T. LYSEK # OF CYLS CAST 4f 3 LOCATiON OF PLACEMENT C.MSU. WALLS LOCATED AT 5 ® C LINE - -. - -- V LABORATORY DATA AGE TESTED N. LAS bTMENSIONS i DATETESTED ) TEST AREA (Inches) "MUM LOAD - _(Ibs) COMPRSS1 - -STRENGTH(pI) _I! 7 19340 -3 OZ .- 0 TTTT~ -- 3-345b 1i —1-a. - i. Ala 19340 a- _______ ________ .• --- I9340 Aon B COiii 4!t: 0m0wo wW ShUF, D?us Ekiwr. s,ro 5mpiedund t,stedtn gonmrI sorr WM AM and pactdunacita. (JY53 EDNO Miadaviata umpled and tuli wire psiforrned in =zranto Wilt OSA .ppuived documents. []so REMARKS: DISTRIBUTION: REVUWED BY: DATE: 1/1/ZU07 14:29 FAX 16195836654 "G" FORCE 619 583-6633 II 002 7 Construction Quality Assurance Management DVBE- SB $6S4tax 901AWAGafax -- REPORT OFCOMPRESSiONTEST . V. CAL3ADFmE A10N 6 DSA FILE NO._____________ flUl MtAC4T4LAD.0 • DSAAPPUCATION NO._____________ crr Oc*iu.SDAP PROJECT NO. ARCHrtECT BLDG. PERMIT NO._______ STRUCTURAL ENGINEER K.B,LELTNG & ASSOCIATES, INC. 909-944-0029 - BLDG. PLAN FILE NO. -. CONTRACTOR EDGE CONSTRUCTION GOVERNMENT NO., PROJECT INSPECTOR NOAH T. LYSEK GOVERNING AGNCY CARLSBAD V. - -- •0 0 - SAMPLE DATA REPORT OF. D CONCRETE MORTAR. GROUT -- 9 KS GROUT J PRISMS OTHER PLASEMENT DATE. DECEMBER 4, 2007 DATE RC'D IN LAB.. LC PROCESSED BY:__________ SUPPUER SUPERIOR MIX DESIGN PSI 3000PSI -- -. mix NUMBER 67-123 MIX DESCRIPTION 7 SK GROUT MIX#67423 TYPE OF CEMENT - 7SK. GROUT - .. TICKEr NO. 49490 TRUCK NO. 414 LOAD NO. AT (YDS.)4 OF TOTAL YDS. 10 ADMIXTURE GROUT Au) SLUMP (IN.) SPEC (IN.) S' TOIl" TIME BATCHED 11:1 8AM TIME SAMPLED 12:25PM AGE (mln)32 SET NO. 1SET 4 CUBES AIR (%) •. SPEC (%)____________ AIR TEMP. (deg.) 69 . CONC. TEMP. (deg.) 64 - SPEC (deg.)_____________ SPECIFIED STRENGTH (psl)2000PSI - 28 DAYS SAMPLES MADE BY NOAI-1 T. LYSEK # OF CYLS CAST 4 )CAT1ONOF PLACEMENT CMU. WALLS LOCATED AT5@A LINE VV LABORATORY DATA E LAB NO DATE_ ° (Inches DIMENSIONS—-TES1__AREA_- ICJMUMLLOAD . -. (sq.inches (Ibs) COMPRESSfVE SGTh(p_ _..2_ 19353 ______ 19353 - _______ _______ .V-V —__ 1 9353 . 1' L353x- ne ,TK G=GQW dhDw OSler: Eotwnce. rawtrn p1dM tted1n gnaraI accnce WtWi ASIM and proJect downanI MYW mm Ma1a waia smpIe4 and taat3v "K"A"d n ==ft= vAth OSA appmved docwaanta. H0 REMARKS: DISTRIBUTION: (OvmGr,N. ber.Can,igr. REVIEWED BY- DATE VV 0. iECT NAME PROJECT AbORM OWNER 12/14/2007 17:51 FAX 16195836654 "G" FORCE 619 583-6633 tj 002 Construction Quality Assurance Management - ____ DVBE -SS •. . 836654fax MASIAN2tax - REPORT OF COMPRESSION TEST --.... JECT NAME .. DSA FILE. NO. JECT ADDRESS 7201 S RANQO SA1Th IE RD, CAP.L°?Afl.CA DSA APPLICATION NO._____________ OWNER CflYOi'CARL0AD PROJECT NO.I ZJ ARCHITECT . WLC BLDG. PERMIT NO... -. STRUCTURAL ENGINEER K.B. LEUNG & ASSOCIATES, INC. 909-944-0029 BLDG. PLAN FILE NO._____________ CONTRACTOR EDGE CONSTRUCTION -- GOVERNMENT NO..._______ PROJECT INSPECTOR NOAH TLYSEK GOVERNING AGENCY CARLSBAD SAMPLE DATA - .-. ... REPORT OF. 0 CONCRETE ] MORTAR 0 GROUT HS GROUT PRiSMS OTHER PLACEMENT DATE SUPPLIER MIX NUMBER TYPE OF CEMENT LOAD NO. ADMDCLJRE TIME BATCHED NOVEMBER 16, 2007 TYPE S DATE RECD 114LAB.j/-I4-7 PROCESSED MIX DESIGN PSI TYPE S MIX DESCRIPTION -- TICKET NO... TRUCK NO... AT (YDS.) . OF TOTAL YDS. 0 SLUMP (IN.) - SPEC (IN,)____________ TiME SAMPLED 908AM AGE (mk,)__________ SET NO. (1)3CYLS. AIR (%) SPEC (%)-- AIR TEMP. (deg.) 79 .. CONC. TEMP. (deg.) SPEC (deg.)- -. SPECIFIED STRENGTH (psl)1800PSI . © 28 DAYS SAMPLES MADE BY NOAI! T. LYSEK # OF CYLS CAST 3 -. ATION OF PLACEMEI{LSThI2R, COURSE ON..C.LThTh LABORATORY DATA .11 - .L__ -.. ,1•.. LAB NO DATE TESTED DIMENSIONS Cinches) . inithss) - -TEST AREA 'MAXIIU1DAD.R (Ibs) U COMESSIVE -- STRENGTh (P L t .fJ3Ø7 19307 f21L1o1 - -- %' rAGE 1 9307 -itl -7 A —ARC=; Bccna md Spit C=Oomand Shmir. DShear. ECclumnar. Mtawra pdnd tooted In geriarot accoidance with AS1N and pmlaot doowitonta. DS •MNO M5b 5 flPed mtd toata were pazimad in a=oWanceinith OSA appmed REMARKS: b1STRthuT1ON (OwNthi. aeer.caraeth pociaA' .-- . -. . - E\AEWED . DATE: - 11/28/2007 10:56 FAX 16195836654 "G" FORCE 619 583-6633 I1002 Construction Quality Assurance Management Cumwrtp 619.6neen MAWS= OWE - SB V 619.583.6654 1x 909.48t46421ax •• V V V REPORT OF COMPRESSION TEST V V nV V . •L. )JECT NAME CARLSBAP LUC VA72W 96 V DSA FILE- NO. )J 15:4717 ADDRESS MCI & RANCW SAWAFE RD. CARLAICA. DSA APPLICATION NO.____________ OWNER V - PROJECT NO. _2J ARCHITECT WI.0 ARCTW1S JO flULBD.ROCL!CAMOHGA.C& w9omom — BLDG. PERMIT NO.V V STRUCTURAL ENGINEER K.B. LEIJNG & ASSOCIATES, INC. 909-944-0029 — BLDG. PLAN FILE NO.____________ CONTRACTOR EDGE coNsTRucTioN V VV V GOVERNIVIEW NO.. -- - PROJECT INSPECTOR NOAH T. LYSEK V V V V GOVERNING AGNCY CARLSBAD IVV _JVV• V V VV V: •_VV _:V: VV:V V V - .5AJjIPLE DATA -. V V V V V VVV ••VVV•V VVVVV REPORT O. CONCRETE MORTAR 0 GROUT [J HS GROUT PRISMS OTHER ENT DATE V NOVEMBER 16, 2007 . DATE RECD IN LAB. //-! -7 PROCESSED BY: )1C — SUPPUER V MIX DESIGN PSI TYPE S MIX NUMBER TYPE S ••VV MIX DESCRIPTION - V TYPE OF CEMENT V TICKET NO. _- TRUCK NO. LOAD NO. AT(YDS.)_-- - OF TOTAL YDS. 0 ADMIXI1JRE VV -- SLUMP (IN.)_- SPEC (IN.)____________ TIME BATCHED -- V TIME SAMPLED 908AM AGE (mm.) SET NO. (1) 3CYLS. AIR (%) AIR 1EMP.(de9.) 79 ..--V CONC. TEMP. (deg.) SPEC (deg.) SPECIFIED STRENGTH (psl)lSOOPSI 28 DAYS SAMPLES MADE BY NOAH T. LYsEK # OF CYLS CAST 3 -QCflO.N C. STARTER COURSE ONCLINE_VV... V !!QRATORYpATA AGE TESTED LAD NO. DATE TESTED DIMENSIONS' (Inches)V -TEST AREA lis)-- MAXIMUM LOAD __ V_ (Ibs) COMPRESSIVE STRENGTH (psi) — L 7_- 19307 1_9307 V••_ ________ __________ V - _____________ — 93-07- _________________________ V_-_•V _- _•V_V_ _j_ V -_.L_. -- V ____ V — ARCow 'flBI1 Spit c-_ne arw Slwa, DShe ErColumnay. Ma we ssnpIed and EJ$ DM0 V Wbmialsi smpkd and tBats wee pezfcmd In acsordanca vvlth DSA appMed dcimnt. EDWO REMARKS: DISTRIBUTION: V• (CM- AMM4 EngjmW CøiWior,bwoocw,e%yJ 1EMEWED BY: 11/28/2007 10:56 FAX 16195836654 "G FORCE 619 583-6633 003 Construction Quality Assurance Management ff -. DVBE -.S5 61S83.6G56 lax 9fl9481.464z REPORT OFCOMPRESSJONTEST • -. PROJECT NAME DSA FILE- NO. JECT ADDRESS- nO' &RAHMSAWAM CMaxAD. CA. -. OWNER -. ARCHITECT STRUC1URAL ENG1NEER K.B. LETJNG & ASSOCIATES, INC. 909-944-0029 CONTRACTOR EDGE CONSTRUCTION DSA APPLICATION NO, PROJacT NO. ,2.(' - BLDG. PERMIT NO.. BLDG. PLAN FILE NO.____________ GOVERNMENT NO. PROJECT INSPECTOR NOAH T. LYSEK - GOVERNING AGENCY CARLSBAD - -i -- - SAMPLE DATA Lr. - REPORT OF. 0 CONCRETE ] MOrAR. 0 GROUT HS GROUT 0 PRISMS D OTHER PLACEMENT DATE SUPPUIER MIX NUMBER - TYPE OF CEMENT LOAD NO. NOVEMBER 19, 2007 - TYPES DATE REVD IN LAB. -. PROCESSED BY:____________ MIX DESIGN PSI TYPE S MIX DESCRIPTION TICKET NO. - TRUCK NO.___________ AT (YDS.) - OF TOTAL YDS. 0 ADMIXTURE SLUMP (IN.) SPEC (IN.) - liME BATCHED - -- TIME SAMPLED 11:24AM AGE (mm.) SET NO. ( 3CYLS•4r_.oF_czs. AIR(%) SPEC AR TEMP. TEMP. (deg.) 74 CONC. TEMP. (deg.) SPEC (cieg.)____________ SPECIFIED STRENGTH (pi)1800PSI t 28 DAYS SAMPLES MADE BY NOAIIT.LYSEK # OF CYLS CAST 3 LQCATIONQEPlACEMEW3RD QOURSE1ORCOLtJMLkOCAIEDAT Qc4 UWLINES . •..•., _... LABORATORY DATA -- AGE ITESTED - LAB NO -. -. DATE TESTED • 1)%MENSIONS (Ind TS1 AREA' (sq. Inthe)-.(Ibs) MAXIMUM LOAD j J COMPRESSIVE STRENGTh (pelt - 7•:j J-2LQ 2 - .t/107 20 12-17 —Ar-r—= R)me ard sat Ceatid Sh 04t%W, ECokmv - Majawotø OampTd -and tflStndlfl gwwul aCo(1ce with AM and projadcumEna. DY - DM0 MIla13 Wm Sampled wwi tea1swem prfucmed In acrdanca with DSappoved documMs. DYES MNO REMARKS: DISTRIBUTION: (ec.NMed. Englneq, CaeñoAaoncy REVIEWED BY: -- DATE, - _- 11/28/2007 10:56 FAX 16195836654 "G" FORCE 619 583-6633 IM 004 .G. )JECT NAME . .JECT ADDRESS OWNER Construction Quality Assurance Management 619-%&6633 WASIAM DVBE -so V 1e..e654tax99.48t4M2tc VRPORTOF COMPRESSION TEST V DEA FILE NO. 7)I RANOO s4'.KrAmD. CA1LSBD, Ci'. DSA APPLICATION NO. V V V V cm- O?CA1LS8D PROJECT NO. !•5 . ARCHIIIECT WCIITECTS 1flo BLDG. PEFW NO. V STRUCTURAL ENGINEER K.B. LEUNG & ASSOCIATES, INC. 909-944-0029 BLDG. PLAN FILE NO. V CONTRACTOR EDGE CONSTRUCTION V GOVERNMENT NO..-____________ PROJECT INSPECTOR NOAH T. LYSEK V V VV V V GOVERNING AGNCY CARLSBAD V V SAMPLE DATA REP0Ffr0 .DCONCREFE D MORTAR. [j GRO'UT Hs GROUT PRI$MB OTHER DATE RECD IN LAB-. i) V PROCESSED V MIX DESIGN PSI TYPE S V MIX DESCRIPTiON______________________________ TICKET NO. V TRUCK NO.___________ Ar(YDS.) OF TOTAL YDS. 0 -: SPEC (IN.)- __________ AGE (mln.)____________ SET NO. A R (%) SPEC (%)____________ AIR TEMP. (deg.) 69 CONC. TEMP. (dog.) SPEC (dog.)____________ SPECIFIED STRENGTH, (psi)1800PSI -- c 28 DAYS SAMPLES MADE BY NOAH 1. LYSEK # OF CYLS CAST 3 V V - )CATION OF PLACEMENT 3RD COURSE FOR WALL L..QAXI. 0 ON 4 ELINE ON $1TF.TS2.l. V . Vfl_,_VV__ V _VTV .T -. V411VVI V __I_VV r VV V LABORATORY DATA V V V AGE ..ITED LAB NO DATETESTED 1ItISIONS V (inches) - TEST AREA MAXIMUM LOAD j I COMPRESSIVE - (scthesJ (Ibs) STRENGTh(psi) 2 i,V32,3 'I 19323 _ - V -- V _______ V — ACøn cciid SpM: C=C= and Shear, D=$baar otunnar. Mwerantpedwd tested In gwmW accoranc wIth AM and pyl ea docuinw- V mmo Matøilth wm arnptd Bnd ata WeVe perfi,med JA ncovdance %lth DSA oppTavUd docInnon. WO REMARKS: D1STRIUTlON: V Cany, REVIEWED BY: DATE: V V V PLACEMENT DATE SUPPLIER MD( NUMBER TYPE OF CEMENT LOAD NO. ADMIXTURE TIME BATCHED NOVEMBER20, 2007 V TYPES SLUMP (WI.) TIME SAMPLED 12:1 IPM - 12/20/2007 16:16 FAX 16195836654 "C" FORCE 619 583-6633 II 002 Construction Quality Assurance Management San Diego Rancho Cucarnongo 619.583.6633 909.481.6333 FCRC.E DVBE - SB 619583.6654 fax 909.481.4642 fax A q REPORT OF COMPRESSION TEST PROJECT NAME CASAo I%O?'J iI0 DSA FILE NO._____________ PROJECT ADDRESS 7ZOt S. R ,rto £prm 2D - -- DSA APPLICATION No._____________ OWNER PROJECT NO.'aF tZtS ARCHITECT L -- BLDG. PERMIT NO._______________ STRUCTURAL ENGINEER .3 L t-4 f'4car BLDG, PLAN FILE NO.______________ CONTRACTOR J4 V GOVERNMENT NO. PROJECT INSPECTOR ji'4 'xcE GOVERNING AGENCY______________ SAMPLE DATA V REPORT OF []CONCRETE [J MORTAR El GROUT HS GROUT [] PRISMS OTHER PLACEMENT DATE t2. I DATE REC'D IN LBJ-f PROCESSED BY:t't SUPPLIER 5oErzt0r2 A.J1;x MIX DESIGN PSI 3OO P911, MIX NUMBER ($7 -11 %3 -. MIX DESCRIPTION 000 P5) 3(" TYPE OF CEMENT JI I '4 ___________ TICKET NO. tO U,o 3 ( TRUCK NO. LOAD NO. V AYDS.)) 6 OF TOTAL YDS.I ADMIXTURE ..aj A, - SLUMP(IN.)'I7? SPEC(IN.)—t8" TIME BATCHED t2'.I5 - TIME SAMPLED 1: AGE (min.)_3 SET NO. AIR (%) SPEC (%) ATEMP;(deg.) V 77-'. SPEC (deg.) IFIED STRENGTH (psi) 2 DAYS SAMPLES MADE BY- . *OF C'r1S CAST tk LOCATION OF PLACEMENT Scio -'+ V •V V V LABORATORY DATA V AGE — TESTED LAB NO -- DATE TESTED DIMENSIONS - (inches) V TEST AREA (sq. Inches) MAXIMUM LOAD (Ibs) L COMPRESSIVE STRENGTH (psi) - Il .9 !1384 Lt-2-'7 ',UX3.t 3 r5 2_g V zn 934 19384 ?—urIa; —Lone 5flO.PIR (GOflO and Shear DSher, 5CoIumnar. Materials war* narnptrd and tested In general accoisnce with ASTM and project documents "YES r—INO Materials Were aampled and teats were performed in accordance with DSA approved documents. V [Js r7NO REMARKS: V DISTRIBUTION: V V (Owrcr. rdItoct Enlaeer. Cactcr, lnvc r,Agency): V V VV V REVIEWED BY: V V V DATE: 12/20/2007 16:16 FAX 16195836654 "G" FORCE 619 583-6633 II 003 CT NAME - - JECT ADDRESS OWNER Construction QuaUtyAsswnce Management - san Diago 4CO7 819.5asm GM DVBE. SIB . 1L583654bx 0.481.4642 fax - -Lrr1.-uTr REPORT OF COMPRESSION TEST . CD ME r.iTON#L DSA FILE NO._____________ ciuc.'.. - -- - PSA APPUCATION NO._____________ - - -- PROJECT NO.j Z I 52 - .ARCHITECT . WLC Aft cuiEFr ID.9O9-9874M BLDG. PERMIT NO. STRUCTURAL ENGINEER K.B.LEU4G & ASSOCIATES. INC. 909-944-0029 - BLDG. PLAN FILE NO. CONTRACTOR EDGE CONSTRUCTION GOVERNMENT NO;. PROJECT INSPECTOR NOAH T. LYSEK GOVERNING AGENCY CARLSBAD - SAMPLE VA A V- I. - V- -. IIW_ IJJ_ •• .• - REPOR1O- ..[:]'CONCRETE ] MORTAR 0 GROUT HS GROUT PRISMS OTHER NOVEMBER 20, 2001 -. DATE REC'D IN LAB-, I4 -PROCESSED DY; MIX DESIGN PSI TYPE S - TYPE S - MIX DESCRIPTION AT (YDS.)____V SLUMP (IN.)__________ TIME SAMPLED 12:1 IPM AIR(%)_______ TRUCK NO. V• OF TOTAL YDS. O SPEC (IN.) AGE (min.) V SPEC (%) 69 CONC. TEMP. (deg.) SPEC (dog.) - SPECIFIED STRENGTH (psl)l800PSI 28 V_V DAYS SAMPLES MADE BY NOAH T. LYSEI( #OF CYt.S CAST 3 -. "CATION OF PLACEMENT 3RD COURSE FOR WALL LQC4.TEbQN4 CFL1NE ON SIIEEIS2.i.V _•V,•• • VJ•__VVJV •.... TLJ IJ ...L._ . -. V _V V•V•__ V . ._ L _jj V V LABORATORY DATA J• 1T . ..V VVV.IV_I_-_____VI . -- AGE "TESTED LAB NO. DATE TESTED DIMENSIONSSTAREA (sq. (ndies) - MAXIMUM LOAD , COMPRESSIVE V ________________. L_. 19323_ _W:) 7OO- 19323 30 ._-- ... . -. -V A-Cmr. B'near SpUI COCM and Shna, P=SheaT EthCcurnnar. Iwera srnped and tested1n awmW =wft= vft AM and prqad dacurnaflt.Oyu C]m Matadab warn sampled and tests warn per6nned Ip eccbrdance wftb OSA apprnvad documents. NO REMARKS; • .. V V DISTRIBUTION: V V V • V lOitar.N - V'WED BY-• -, V DATE: PLACEMENT DATE SUPPLIER MIX NUMBER TYPE OF CEMENT LOAD NO. ADMDCI1URE TIME BATCHED SET NO AJRTMP. (deg,) 01/11/2008 18:01 FAX 16195836654 "C" FORCE 619 583-6633 11002 -a G Construction E 019.583.6854 fax 909.481.4642 fax Quality Assurance Management San Oiego RanthoCucamonga DVBE S 619.583.6683 909.481.6833 REPORT-OF COMPRESSION TEST - PROJECT NAME C.A4.G1Mo tQ.E S 1ør4 to OSA FILE NO._____________ PROJECT ADDRESS 12.0% S. IjC.O I20 DSAAPffLICATION NO.____________ OWNER -- PROJECT NO.F 12161 ARCHITECT tl'J L C.. BLDG. PERMIT NO._______________ STRUCTURAL ENGINEER t,. L-t t'b.%v- - BLDG. PLAN FILE NO.______________ CONTRACTOR New GOVERNMENT NO. PROJECT INSPECTOR GOVERNING AGENCY______________ SAMPLE DATA REPORT OF CONCRETE D MORTAR IS GROUT HS GROUT PRISMS OTHER PLACEMENT DATE 12. 1 12 10-7 DATE REC-D IN LAB I-+'1 PROCESSED BY. SUPPLIER Sv2.101 4k01i M t 9 MIX DESIGN PSI Q'. MIX NUMBER (017-1 2-11 MIX DESCRIPTION 3fI '3195 TYPE OFCEMENT TICKET NO. 10 16 S 6 TRUCK NO. LOAD NO, I . AT(YDS.)) 6 OF TOTAL YDS.I ! ADMIXTURE SLUMP (IN.)'J" SPEC (IN.) _—%C3" - TIME BATCHED . TIME SAMPLED f: . AGE (min.).3 SET NO, ••.•. AIR (%) SPEC(%)___________ AIR TEMP. (deg.) CONC. TEMP., (deg.,) 72. .. SPEC .(deg.)____________ FlED STRENGTH (psi) 2&CFO DAYS SAMPLES MADE BY M .. # OF CYLS CAST 14 LOCATION OF PLACEMENT 5 Q.0 Li rev Iz- LABORATORY DATA AGE - TESTED LAB NO DATE TESTED DIMENSIONS (inches) TEST AREA (sq. inches) MAXIMUM LOAD (Ibs) COMPRESSIVE STRENGTH (psi) > '° UJ a - 1 q3S4 zy 19384 t-1-. 6I' 2tr 74b __ i9384 ,——' &'-i ic 'f3o A=Cone; 8COflB and .Split CCone and Shear D=Shear E=columnar. Mateilalz were awi,pled and tested In general accordance with ASTM and project documcrrta. OYF.3 DNO Materials were sampled and teats were performed in accordance with DSA approved documents. . DYES DNO REMARKS: -.- • DISTRIBUTION; Oa=r, ArMI&Ct Enneor, CWtrsrAor, UwDector, Jgen cylc REVIEWED BY: -- DATE: 01/16/2008 18:04 FAX 16195836654 "G" FORCE 619 583-6633 R002 Ra TtOflga Construction Quality Assurance Management 619.6113.6M 909.481.BM DVBE. SB 61a583.6854 fax 909.481.4842 fax - REPORT-OF COMPRESSION TESTM.-Z PROJECT NAME 9urr4 3J DSA FILE NO. - - - PROJECT ADDRESS 7ZOt 2C DSAAPPLICATION NO.________ - OWNER PROJECT NO. ARCHITECT W LC.. BLDG. PERMIT NO. STRUCTURAL ENGINEER 149 BLDG. PLAN FILE NO. - 0 TRACTOR . yi-. . .. PROJECT INSPECTOR j. St-*oEb2. .- GOVERNING AGENCY - - - - SAMPLE DATA REPORT OF CONCRETE MORTAR GROUT 0 HS GROUT PRISMS r: OTHER PLACEMENT DATE t 1 DATE REC'D IN LAB —i PROCESSED BY: -- - SUPPLIER MIX DESIGN PSI ZCX:)O 16=5 I - - MIX NUMBER i z MIX DESCRIPTION O PS GSOLA1— -- -- TYPE OF CEMENT --. TICKET NO.c3Ci1 TRUCK NO. 2.5'-L -- LOAD NO. I .. A7-YDS.) OF TOTAL YDS. S6 - - ADMIXTURE - SLUMP (IN.) 9 : SPEC (IN.) TIME BATCHED _____________________ TIME SAMPLED r: - AGE (min.)8i - - SET NO . AIR (%) SPEC 4 ME:(deg. - .......-- ---CON (deu- VA- -sPEeeg-------- . FlED STRENGTH (psi) _l 2 DAYS SAMPLES MADE BY M_ # OF CYLS CAST L.(-- LOCATION OF PLACEMENT fl%L.LFt_T0.kl... s '-'--- LABORATORY DATA AGE - TESTED LAB NO DATE TESTED DIMENSIONS (inches) TT AREA (sq.Inches) MAXIMUM LOAD (Ibs) COMPRESSIVE STRENGTH(psi) 1.- .94,91 1 /5 -4143CO GI 17 : 9451 /5 19451 2/5 ®_i945L 3/tf A--Cone; BCona and Sph C=Canø and Shcat Shoar, ECotumnar. Materials warta sampled and tested in goilaral a=ordanco with ASTM and project doclJmefltz. [JYES .NQ Materials wen) sampled and teats were performed in accordance with DSA approved documents. DYES OND REMARKS: -. DISTRIBUTION: centrastO. Va8clar.A58ncy) REVIEWED BY: _ DATE: -- 01/16/2008 18:04 FAX 16195836654 "G FORCE 619 583-6633 IJ 003 Constructn QualityAssurance Management San Ologo RanthoCucamonga 'jrr0'RC-E DVB! SB 619.583.66S4 fax 909.481.4642 fax - — • REPORT-OF COMPRESSION TEST — — PROJECT NAME CA44.0 cir.e StflONJ 4a DSA FILE NO. - - - PROJECT ADDRESS 7O I W.Io .AI4rt 1 DSA APPLICATION No.________ - - OWNER PROJECT NO. - ARCHITECT 4LC. -- BLDG. PERMIT NO.j2.j5 STRUCTURAL. ENGINEER 'r LUN . BLDG. PLAN FILE NO. - - - CONTRACTOR . 3T4r4 _____ GOVERNMENT NO.. PROJECT INSPECTOR GOVERNING AGENCY - - SAMPLE DATA REPORT OF CONCRETE MORTAR D GROUT HS GROUT PRISMS 0 OTHER PLACEMENT DATE 1 14)1,08 DATE RECD IN LAB C) PROCESSED BY: - - - SUPPLIER MIX DESIGN PSI 1r(O PS I - - - MIX NUMBER MIX DESCRIPTION cCcO I ici TYPE OF CEMENT 77 'J TICKET NO. TRUCK NO. 5I±.... LOAD NO. . . . ATYDS.) - OF TOTAL YDS.°ri . - ADMIXTURE 0 t'I A kt+ 1n&mMtx SLUMP (IN.) SPEC (IN.) - -__- TIME BATCHED TIME SAMPLED _1 AGE (mm.) SET NO. 4h . . AIR (%) SPEC (%) - - IP TEMP. (deg.) 530 •0 . CONCrTEMP.(deg.)._fl o - SPEC (deg.)' IFCED STRENGTH (psi) I4P5I 23 DAYS SAMPLES MADE BYjtj. # OF CYLS CAST 14 LOCATION OF PLACEMENT 30k41KY=i ( D&VEWAS ôP o %Nr - - LABORATORY DATA -.. . AGE -LAB TESTED NO. DATE TESTED DIMENSIONS (inches) TEST AREA (sq. Inches) MAXIMUM LOAD (Ibs) .:COMPRESSIVE STRENGTH (psi) ' 13 - 9452 Z./(i ______ i_.. 0 • .. . .. Z6 _____ 949 2 0 _____ . -- :. ________ -- _5&t_ 94 (3ff WLJ iiear IJa0ar. OIU1flZ. Materials were sampred and teed in gcncral accordance with ASTM and project ocvment.' EDYES.:=NO . Mateials were sampled and tests were performed in accordance with DSA approved documents. =Yw. ... --..:=NO. . .: REMARKS: DISTRIBUTION: -- (Owner. Atthaect. Engar, Contisctsr Inspector Acency) I . . . . . REVIEW-DBY tATE -- PLACEMENT DATE SUPPLIER MIX NUMBER TYPE OF CEMENT LOAD NO. ADMIXTURE TIME BATCHED SET NO. AIP TMP(d) 5 RED STRENGTH (psi) SCO i DAYS LOCATIN OF PLACEMENT FThN rE?7-Y'Z. .1: 01/16/2008 18:04 FAX 16195836654 "G" FORCE 619 583-6633 0004 Construction Quality Assurance Management Son Diego 6633 - DVBE - SB - - 619.583.6654 FaX - 009.481.4642 W REPORT-OF CdMPRESSIONTEST — PROJECT NAME Cs..53Ao F'tQJi SEATION Ofo DSA FILE NO.-- PROJECT ADDRESS I . c-S -ç-c 2.0 OSA APPLICATION NO.________ - - OWNER PROJECT NO, QF— 2.L ' ARCHITECT \4j..c BLDG. PERMIT NO. (cDC STRUCTURAL ENGINEER L1.4r..! 4 As, BLDG. PLAN FILE NO. - - - CONTRACTOR ItJTA2T4 ... - GOVERNMENT NO. PROJECT INSPECTOR ANQEjyLc, GOVERNING AGENCY - - -. SAMPLE DATA REPORT OF CONCRETE MORTAR L3 GROUT HS GROUT D PRISMS 0 OTHER DATE REC1D IN LAB_j PROCESSED BY: - - - MIX DESIGN PSI S?-50 Ps 1 - - - MIX DESCRIPTION 32-SO TICKET NO. O. 3s$'4 TRUCK NO.1 — AT(YDS.)I OF TOTAL YDS. '3 - SLUMP (IN.) SPEC (IN.) - -- TIME SAMPLED 1ó.1L AGE (mln.)-- AIR (%) SPEC(/.) - - GON€ TEMP. (deg.) SAMPLES MADE BY . S # OF CYLS CAST q- - — LLLi' Oia1tt r — — — No .. FE. 5TZr4Ol 1\.f& LABORATORY DATA - AGE - TESTED LAB NO DATE TESTED DIMENSIONS (inches) TEST AREA (sq. inches) MAXIMUM LOAD (Ibs) COMPRESSIVE STRENGTH (psi) - — )19394 Air 19394 _______ I.. 1 I70 __________ :flL -a - 19394 1- IS - - — 010 —31 '. .19394 71 - ...................... IuJ11flr. -- - —\ Wdedals were mpiod and tested in general acc=,dance wtth ASTM And project documents. Materials were sampled and taste were performccj In accordance with OSA approved documents. .r7yr;s =NO REMARKS: DISTRIBUTION: REVIEWED BY: DATE: bOrJECT NAME J!CT ADDRESS OWNER ARCHITECT STRUCTURAL ENGINEER CONTRACTOR PROJECT INSPECTOR Construction Quarity Assurance Management 6 Ra nga DVBE. SB 0 6196654fx 9O9.48t4S42 fax REPORT OFCOMpRESStE •0•S0 . - - -. DSAF1LE NO. _- wcMcff11c1's 10070 IOfl 1LLELD, itANOTO ClJC?MO4GA. CA. 00M7.0000 K.B. LEtJNG & ASSOCIATES, INC. 909-944-0029 EDGE CONSTRUCTION 7201 &P-AmMSARrAPEAD. C1.RSBAD.CA c5TVO,CARLS8M) NOAHT. LYSEK DSA APPLICATION NO. BLDG. PLAN FILE NO, GOVERNMENT NO. GOVERNING AGENCY CARLSBAD PROJECT NO.________ BLDG. PERMIT NO.___________ 12/17/2007 12:19 FAX 16195836654 "G" FORCE 619 583-6633 0002/003 A LE DATA REPORT OF. 0 CONCRETE El MOIkTAR 0 GROUT HS GROUT PRISMS OTHER PLACEMENT DATE. NOVEMBER 16, 2007 . DATE REC'DINL.A _j/_,4-'7 PROCESSED BY' H SUPPLIER MIX DESIGN PSI TYPE S • MD(NUMBER TYPE S - -. MIX DESCRIPTION -- TYPE OF CEMENT - - TICKET NO. TRUCK NO.__________ LOAD NO AT (YDS.) OF TOTAL YDS. 0 ADMDCURE - SLUMPOk). SPEC (IN.) - TIME BATCHED TIME SAMPLED 9:08AM AGE (mln) SET NO. (I) 3CYLS. AIR (%) SPEC (%)_____________ AIR TEMP. (deg.) 79 ..._.. _-- CONC. TEMP. SPEC (deg.) ••. SPECIFIED STRENGTH (psl)1800PSI @ 28 DAYS SAMPLES MADE BY NOAH T. LYSET( # OF CYLS CAST 3 Lf)C&t1OLL OF.ELACEi1ENtSIAEIER COURSE ON. CJJE.. _... _.- .. __......-.. .............- . LABORATORY DATA - TESTED LAB NO. - DATE TESTED DIMENSIONS (Inches) TEST AREA (sq. IncI,es) MiMUM LOAD (ibs) COMPRESSIVE STRENGTH (psi) 7 tJ 307 it__-o' - "-/ ]-!~ - 19397 . . . ______ — c2iJ . _ : T .i93J7 -_._0-0 ____________________________ — --_-- _.____ _________,_ _.-- '.1a uo.unn pii I0cMø aly3 Sbe8r. US1ean E=coIumrw. eiIaLwre axnp1edaji toskcdln 9fllw awdance with ASTM nd pocwnent. Matdabvmr. slTed and teta were perfnad i ecccTdanco with OSA appmved documat. REMARKS: - DiSTRIBUTION: . . -. - jJ,ñ1ED BY, .:._•.-..___--_-.. DATE • 12/17/2007 12:19 FAX 16195836654 "G" FORCE 619 583-6633 0003/003 Conatniclion Quality Assurance Management 619$3 cumnorea ____ - - DVBE :SB 619.5836S4fM 9C9A51.4642 tax REPORT OF COMPRESSION TEST - - -. - . mclr 1JECT NAME CMDmESTATQN -- DSA FILE- NO. JECT ADDRESS DSAAPPUCA11ON NO.___________ OWNER. CMOPCAMMAD - -- -- PROJECT NO. ,Z.' 5V ARCHITECT . WLC TEcTs I BLDG. PERMIT NO.____________ STRUCTURAL ENGINEER K.B. LEUNG& ASSOCIATES, INC. 909444-0029 BLDG. PLAN FILE NO.- CONTRACTOR EDGE CONSTRUCTION . GOVERNMENT'NO..___________ PROJECT INSPECTOR NOAH T. LYSEK . GOVERNING AGENCY CARLSBAD I.- - -- SAMPLE DATA -- REPORT OF. 0 CONCRETE E] MORTAR. GROUT D MS GROUT PRISMS [J OTHER PlACEMENT DATE NOVEMBER 19,2007 .. DATE REC'D IN LAB.. . PROCESSED BY: _• SUPPUER -. - MIX DESIGN PSI TYPE S MIX NUMBER TYPE S - -- MIX DESCRIPTION . -. -. TYPE OF CEMENT TICKET NO, TRUCK NO. - LOAD NO AT (YDS.) OF TOTAL '(1)5.0 ADMXIURE SLUMP (IN..) SPEC (IN.)___________ 11MEBICHED . TIME SAMPLED 11:24AM AGE (mm.) SET NO. (' 3CYLS. AIR (%) SPEC (%)_________ AIRTEMP. (deg.) - - CONC. TEMP. (deg.) SPEC (deg.)____________ SPECIFIED STRENGTH. (psl)1800PSI -__@ ?!. DAYS SAMPLES MADE BY NOAI-I T. LYSEK # OF CYLS CAST 3 -. Lor-ATIQ OF piccim COURSEIOR COT T1MN LOcATRDxr G & 4 GRID LINES LABORATORY DATA -- --.- -- . —.-. I — AGE __ LAB NO . DATE TES 1DIMENSIONS TESTARA . (sq. Inches) MAJMUM LOA (Ibs) COMPRESSIVE -- STRENGTH (psi)' '•1_ 1932 1 te .4 ,. - • '321 7 _____ AdL 12 —17 ---• . - -r — Li__ ________________________ . - pu iie snt Q5baa ECcfu,iina. Mlf1Nece Bamp1od-an tasted'sn 89mW acccIfflce with ASTM and pfoaidournant. samted aAd tatweye pemd n aoidaje wIth DSAappravd dnrmian. Emm REMARKS; DISTRIBUTION: Ac afthtactet;ht DEWED BY . .DATE:_