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Riverchase(3)-LR 930814Rone f=nglneers Geotechnical Consuitants Ma[eclats Testin9 RoneEngineers Concrete Cylinder Test Report FAIRWAYS OF RIVERCHASE IAUGUST 4r 1993 ATTC.[L~9" 14: D3-456A-01-23735 To RIVE~ASE ESTATES LTD. 1993 MAN-HOLE, STA: 3+69r LINE H T~ck Supper 125 ~REDI-MIX 806 CLOUDY 92 Oonccme Tempecature 86 5me Sampled Water Added 3:40 PM 0.0 GALS Physical Data ACTUAL SLUMP ( in. ) 3 SPECIFICATIONS ;oncrete Cylinder Test(s) Si~C~men Age J Test Date No. (Days) 15 7 08/11/93 16 28 09/01/93 17 28 09/01/93 ACTUAL j Tot Load Compressive Sk=,,¢ 132000 4670 SPECIFICATIONS Strength Required 3000 JASON BRIMINGHAM Remarks and/or Di~n'~.~on NATHAN D. MAIER/MIKE GARRETT (1) , CITY OF COPPELL/LARRY DAVIS (1) Rone Engineers R o r ' R 8 e F s Geotechnical Consultants Matedats Testing Concrete Cylinder Test Report Proiec~ Purcne-~e Orcler FAIRWAYS OF RIVERCHASE D3-456A-01-23723I ~flGViRT 1; lqq"4 ATT~TT~ 14_ lqqnl RIVERCHASE ESTATES LTD. MANHOLE, STA: 1+59, LINE E REDI-MIX CLOUDY 95I 87 1:'35 PM 0.0 GALS Physical Data ACTUAL I SPECIFICATIONS SLUMP (in.) 2 Concrete Cylinder Test(s) ACTUAL f SPECIFICATIONS (Days) Test Date {lbs.) (DsO (ps~ 12 7 08/10/93 120000 4240 3000 13 28 08/31/93 : 14 28 08/31/93 Cudng Method ITest Mel~ocl jS~and;m-d 6' x 12" Engineer/Technic;an ~ C 31 ASTM C 39 Area 28.27 scI. in. JASON BRIMINGHAM NATHAN D. MAIER/MIKE GARRETT (1) , CITY OF COPPELL/LARRY DAVIS (1) Rone Engineers Geotechnioal Consultants Materials Testing Concrete Cylinder Test Report Proiect Purchase O~der FAIRWAYS OF RIVERCHASE Number ': Date o~ Obser~a~on Report Date D3-456A-01-23671 JULY 30. 1993 AUGUST 14. 1993 ro RIVERCHASE ESTATES LTD. MANHOLES AT STA: 2+84, LINE B, STA: 2+65, LINE C, STA: 5+23, LINE C 'ticket M~x806NumOer Mix De~Cnpt~on Wea~er C4~ndil~ons Amb~m Temperature CF) Concrete Temperature/'F) 98 94 Sampled Water Added :.40 PM 0.0 GALS Physical Data ACTUAL SPECIFICA'~ONS SLUMP (in.) 1 1/2 Concrete Cylinder Test(s) SPECIFICATIONS SPeCmen Age t No. (Days) Test Date 5 7 08/06/93 6 28 08/27/93 7 28 08/27/93 8 HOLD HOLD ACTUAL Tot Load Comoress~ve Strenq~ 119000 4210 S~'eng~n Reduired 4200 ~STM C 31 ASTM C 39 ~ea 28.27 sq. in. SMITH ~emarks and/or Dismbu~ian NATHAN D. MAIER/MIKE GA~RETT (1) , CITY OF COPPELL/LARRY DAVIS (1)