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PA9702-LR 990721CONCRETE COMPRE IVE STRENGTH TES Date of ~.ice: 07/~/1999 Report No.: 9918701 R~ 07~1~1~ C!knt No.: COPP~ ~j~t No.: ~1118 Client: City of ~ 11 P~J~: ~ll ~~ A~: B~id ~Bl~kofP~ayBl~ 732 ~Fo~st Cop~ll TX 75019 ~p~ll, Text. ~51 Se~c.: Ob~insamplcsof~shconcretcat~cplace~ntl~atio~,~ffo~field~sta~cut comp~ssive s~eug~ s~pl.. ~ ~ PRO~ECT DATA ~m Hisaw & Ass~. ~N~ ~: 6 Sack ~: 1 ~ ~m 4:43~ wv, 'B~ Ot~ s~o~: 4~ psi ~ 28 Days ~~ ~ - ~m 78 ~ CO~rg 88 S~: 5.0" ~ uUCg ~: 2~ ~ ~: 74~ ~ 3~% ~m~.'~), 2.0 ~(~: N/A ~ ~IHOD: ASTM C- 143 ~uc~ ~UON: ASTM C-172 AS~ C-39 (~ ~ ~) S~ ~ON: S~ plu~t l~ou ~PORT OF ~TS ~~v~, ~ SL~ DA~ AGE ~ I I 5.50 07/1~1~ 7 1~4J~ I ~ 5.50 07/1~1~9 ~ 1~7~0 A ve~e ~70 I 3 5.J0 0~1~99 ~8 I 4 ~.50 08~1~99 No~e: Contractor ~as notified of lo~ ~ir, concrete pl~n~ ~s called. Concrete placed ~ p~, s~ple ~s ~aken from po~n~ of d~2c~rge. Ta~re4~tisexc~u~iv~yfm.~h~s~fiec~ie~ti~dkai~dab~ve~d~h~b~/~m~---~c~d--~w~&~m~H~~ OILL Page CONCRETE COMPRE - ' iVE STRENGTH TES4 8901Csrpemerl~rwy~Sdte~l, ee ~1/1~ ~lient ~o.: ~ Report No.: 9918701 Client: City of ~ 11 ~t: C~II ~uafi~ ~ A~: nn~id ~Bl~kofP~ayBlvd 732 ~Forest Cop~ll TX 75019 C~II, Text. ~51 Se~k~: Ob~ rimpies of f~sh conc~ at ~e placenta l~tio~, ~ff~ ~u~ ~eM ~t ~ ~t comp~ssive s~engffi samples. PROJECT DATA COsTaAC'rOa: Hisaw & Assoc. cosCR~r~ CLASS: 6 Sack CONCRLTESUPPLI~R: Redi-Mix t'LACKMSRrnA3X: 07/0911999 BATCHTn~E: 5:38am etAST: 1 TIMESAMPLW.. 6:10am BY: BrianOtis slqgcwlcA TION REQUIREMENTS WrATHFit CONDFrlONS: Clear, mild STRENGTH: 4000 psi @ 28 Days TEMY. RATIrRE (r) - Am 80 r COteBETS: 86 F SLUM~: 5.0" Max TRUCK NO: 218 TICKET NO: 74679 AIR: 3-6% AIR CONTENT(%): 3.0 UNIT WEIGHT (p~ TWr SunaOD: ASTM C- 143 PLACEMEIVF LOCATION: ASTM C- 172 ASTM C-39 SAMPLE LOCATION: 8cc page I REPORT OF TESTS accuMuLaTivzvasm~ 160 MARKED SLUMP DATE AGE LOAD S'IIENG'FH FRACTURE SET NO. ~.!~4,~S) TESTED (days) fibs. terce) (pf) 2 I 6.00 07/16/1999 7 121030 4280 2 2 6.00 07/16/1999 7 1184~0 4190 Avenge 4240 2 3 6.00 08/06/1999 28 2 4 6.00 08/0~/1999 28 No~e: Truck ~as slumped by £j. e3.d ~echnic~ano wa~er was added (~5 ~ia].lons) by pump operator, ~arap].e taken form pump ~:ruck, aJ. so not:j. fj. ed of 3 percen~ air. This~epettis~x~u~ive~yf~u~e~fthec~ientin~-~L~_ab~veandsha~n~the~_~f-_u~hM~M~~Mk- 0ILL Pale 2 of 4 I I Ill! I: I I I lii: i ', ~:llJ CONCRETE COMPRES '}VE STRENGTH TEST 8901 Date of ~r~ce: 07/~/1~ Report No.: 9918701 Re~ ~1/1~ Client No.: COPP~ P~j~t No.: ~1118 Client: City of ~ 11 P~j~t: C~II ~fi~ Arm: Barmaid ~B~kof~wayBlvd 732 ~o~st Cop~ll TX 75019 C~II, Te~. ~51 Servk~: O~in samples of ~sh conc~te at ~ pla~nt la~ons, ~ffa ~ ~oM ~ ~ mt co~ssive s~eng~ sample. PRO CT DATA ~~ Hisaw & Ass~. CON~ ~: 6 S~k CONC~i~ES~PL~R: R~i-Mk ~C~DA~: ~/1~ ~A~: 7:3~ ~: 1 ~~ 8:~m }V~ B~ ~: ~ psi ~ 28 Days ~~ ~ - Am SLY: ~.0" M~ ~UCKNO: 220 A~ 3~% Am~(~): 3.S ~~: N/A ~ ~auo~ AS~ C- 143 ~C~ ~A~ON: AS~ C-172 AS~ C-39 8~ ~CATION: S~ p~e 1 PORT OF 270 ~u~n S~ DA~ AGE s~ NO. (~) ~ (~) ~ f~) 3 I 6.~ 07/1~19~ 7 1~5~ 37~ 3 2 6.~ 07/1~1~9 7 1018~ Avenge 3 3 6.~ 0~1999 3 4 6.~ 08~1999 28 p~ operator. ~ple was taken from p~p This~p~isexc~usive~yf~theuse~fthec~ientindicated~b~ve~ndsha~n~tbete~~M~m~H~M~ 0ILL Page3or4 I I Ilia [ :1 I i I~ J ~ ~ I:[ ![ CONCRETE COMPRE VE STRENGTH TESIO DateofService: 07/0911999 Report No.: 9918701 Report Date Client No.: COPPELL Project No.: 94991118 Client: City of Co 11 Project: Coppell AquaticYRecreation Ctr Attn: BraY~elid 300 Block of Parkway Blvd 732 DeForest Coppoll TX 75019 Coppell, Texas/Ptj. #96051 Services: Obtain samples of fresh concrete at the placement locations, pealors required field test and cast compressive strength samples. PROJECT DATA CONTRACTOR: Hisaw & Assoc. CONCit~-r.~ CLASS: 6 Sack CONCRETE SUPPLIER: Redi-Mix PLACEMEnTDATE: 07/0911999 K~TCHTn~: 8:40am pLANT: 1 TIMS SAMP! .~n~ 9:50am sv: Brian Otis SPECIFICATION REQUIREMENTS WEAT!ff, R CONDITIONS: Clear, Sm'RSNOTW: 4000 psi @ 28 Days Tm~rSUAnmSa')-Am 89 r cOm3~a~: 88 r surMr: 5.0" Max TRUCK NO: 207 TRIWrNO: 74713 AXR: 3-d% AxRcor4-rr, z,rr(~): 3.4 usrrwsmirrC,,d): N/A TEST M6a~XOD: ASTM C- 143 PLACDiENT LOCATION: ASTM C-172 ASTM C-39 SAM]PIg LOCATION: Se~ page I REPORT OF TESTS ACC,JMUUnWVAm 390 CYL!I~ER MEASURED MAXIMUM MARKID SLUMP DATE AGE LOAD SET NO. (!,,~km) TESTED (days) ~ :~. ;~) (psi) 4 I 6.00 07/16/1999 7 93180 3300 4 2 6.00 07/16/1999 7 103240 3650 Average 3480 4 3 6.00 08/06/1999 28 4 4 (5.00 08/06/1999 28 Sample was taken from pump truck, no water was added to this load on jobsite. Tedmkiaa: Brian Otis Started: 3:00am FInished: 12:30pro H]C En ring Inc. RepmDistribufioa, ~ ~ ' (1) City ot~ (1) City ofcopp~u - EnSiaa,das (1) Btiukky SwSeat Architects (1) City ofCoppeU - BkiS. Imp. Eugene I-hrbour (I) Turner K, sSlu~rs (I) City ofCq~U - L~isut= S~tv Dept Vk~ President (I)l-ruaw&Associates Th~rep~ftisexc~udv~yf~th~use~f~acc~i~nt~a~vea~d~a1~t~e~pmd~c~excep(~M~d~pJ~ 0ILL Pap 4 of 4 \ \