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Country Estates-LR 921029Rone Eng[nesrs RoneE ngineers Geotechnical Consultanis Materials Testing ~~ 'Concrete Cylinder Test Report rrofecZ Purchase Order BETHEL SCHOOL RD. Number Date of Observation Report Date ; 2-064A-O1-19666 OCT. 0 O 9 1992 o ITY OF COPPELL Location LEY A, STA: 0+90 Plant 31 Mix Number Mix Description 8274 Weather Conditions Ambient Temperature (°~ Concrete Temperature (°F~ PARTLY CLOUDY ~ 81 ~ 75 ime Sampled Water Added _ 3 •'S5 PM 0 . 0 GALS Physical Data t ~ ~ ACTUAL ~ SPEClFlCAT10NS I SLUMP (in.) 6 1/4 Concrete Cylinder Test(s) ACTUAL I SPEClF1CATlONS Specimen Age Tot Load Compressive Strength Test Date i I Strength R wired ~ No. (Days) pbs.) I ~t~ i (psi ~ i i i 90 7 10/27/92 94000 3330 ~ 4000 91 28 11/17/92 92 28 I 11/17/92 93 HOLD HOLD Curing Method Test Method fStandard s x 12' Engineer%i'echnician ST7v{ C 37 ~ASTM C 39 (Area 28.27 sq. in. I PAUL STOWELL CRONE ) Remarks and/or Distribution NATHAN D. MAIER/MIKE GARRETT (1), REBCON CONTRACTORS/ RICH BURCHETTE (1), CITY OF COPPELL/LARRY DAVIS (1) w~+rrArxmrs: rh• rase r.suhs tx.s.mea herein wyre onro.,za ewa uoa, tf+e sweifle s.mWes orovwae for rasa w one Engineers ven.hon rn Duality tcwnooarooh, • Dleei m.fler aovraetl a aawme no resDOnalbWty for Fume. Pe+fwrnenca etc! d arty other te.ture of nm~ler w py ~~ w ~rCJtlOrts ovx vvhieh re have na Wntrol. Our htfen tu1C rcpor>s us for a+e estlYftve use W tiH dlsno tD ahom tt+sy vs .Otys~~• Rone Engineers Geotecttnical Consultants Materials Testing RoneEngin' Concrete Cylinder Test Report Project Purchase Order BETHEL SCHOOL RD. Number ~ Date of Observation Report Date D2-064A-O1-19545 OCT. 12 1992 OCT. 29 1992 o ' CITY OF COPPELL LocatiOR ' SHOREWOOD DRIVE @ STA: 2+00 Contractor REBCON CONTRACTORS Supplier Plant Truck Ticket TXI 31 213 38791 Mix Humber Mix Description 8273 5.5 SACK Bather Conditions Ambient Temperatrlre [°~ Concrete Temperature (°F~ CLEAR 68 70 ime Sampled Water Added 9:D0 AM 0.0 GALS Physical Data ACTUAL ~ ~ SPECIFICATIONS SLUMP (in.) 4 Concrete Cylinder Test(s) ACTUAL SPECIFiCAT10NS Specimen Age Test Date Tot Load Compressive Strength Strength Required No. (Daysl (Ibs.) (ps) (psi) 78 7 10/19/92 79500 2810 3600 79 28 11J09/92 80 28 11/09/92 81 HOLD HOLD Gating Method Test Method Standard G x 12' Engineer/Technician C 31 ASTM C 39 Area 2ez~ sq. ut. STEVE JOHNSTON CRONE) ' Remarks and/or Diatnbution NATHAN D. MAIER/MIKE GARRETT (1), REBCON CONTRACTORS/ RICH BURCHETTE (1), CITY OF COPPELL/LARRY DAVIS (1) o,...s ~[~ ~1,_~ tJMfrAT10PtS: The test rewib Presented herein vere Prepared bwvdryutwn tM aweAfe svnWw aw~tleE hx wtlnq. We aswme ra resPa+ralb(fflY for - ----- '--•f vanatlon in p~tlY laampaemar. appevanee, performanee. eta) a d the cllena to M+om my vi~a0cfreseaC. ~ P°~e a oonoltlona over wAiM ` ..e have M ConVOL Our letters enC reporp are tar Ure esdusM vas Rone Engineers Geotechnical Consultants Materials Testing RoneEngin Concrete Cylinder Test Report Project Purchase Order BETHEL SCHOOL RD. Number Date of Observation Report Date D2-064A-O1-19545-A OCT. 12 1992 OCT. 29 1992 o CITY OF COPPELL Location SHOREWOOD DRIVE @ STA:1+40 Contractor REBCON CONTRACTORS . SupXlr Plant Truck Ticket ~T 31 64 38846 Mix Number Mix Description 8273 5.5 SACK Bather CondiSons Ambient Temperature (°~ Concrete Temperature (°E~ CLEAR 70 72 ime Sampled Water Added 1Os20 AM 0.0 GALS Physical Data ACTUAL I SPECIFICATIONS SLUMP (in.} 4 Concrete Cylinder Tests} ACTUAL SPECIFICATIONS Specimen Age Test Date Tot Load Compressive Strength Strength Required No. (Days) ~~~ ~~ ~~ 82 7 10/19/92 94000 3330 3600 83 28 11/09/92 84 28 11/09/92 85 HOLD HOLD Curing Method Test Method Standard 5 x 12' Enginear/Technkaan C 31 ASTM C 39 Area zez~ ~''"' STEVE JOHNSTON CRONE) Remarks and/or Distribution NATHAN D. MAIER/MIKE GARRETT (1}, REBCON CONTRACTORS/ RICH BURCHETTE (1}, CITY OF COPPELL/LARRY DAVIS (1) LIMRATONS: Th° tM results presented herein were preperN bawd upon tM speeJlle semoles povidb fa teAnq. We sswune no respornlb4tty for venaUan m Gu~Y f~o+nposrtlon. appearance, perfor+nancu sac) or vry otMr f°~r~ d andrv wbj°ct m°It°r orovW°d by psnon° or oontlitlau over whieft ive haves n0 e°neOl Our ietter7 and reports an tOr tM aseluair• uN of !M cIIMO tD Mom tlf~y u0 addnuad. • 1 Rone Engineers Geotechnical Consultants R o n e E n gi n e e r s l a Materials Testing r 1 Concrete Cylinder Test Report Project Purctsase Order BETHEL SCHOOL RD. Number ~. Date of Observation Report Date } D2-064A-01-19647 OCT. 20 1992 OCT. 29 1992 i o ~ l CITY OF COPPELL Location DRIVE WAY ENTRANCE TO ALLEY BEHIND LOT 7 & 8 Contractor REBCON CONTRACTORS Supplier +Plarrc Truck Ticket TXI (I 31 221 41281 Mix Number Mix Description 8274 Weather Conditions Ambient Temperature ~°~ Concrete Temperature t°~ ` RAIN ~~ 69 79 rme Sampled Water Added _ 8:50 AM 0.0 GALS Physical Data . ACTUAL ~ ' SPECIFICATIONS SLUMP (in.) 4 3/4 AIR ENTRAINMENT (~) 4.5 Concrete Cylinder Test(s) ACTUAL I SPECIFICATIONS Specimen Age I ~ Test Date Tot Load (Compressive Strength I Strength Required No. Days) Pbs) (Pst~ J (RSl 1 I I 86 7 10/27/92 1 108000 3820 4000 87 28 11/17/92 88 28 11/17/92 89 HOLD HOLD Curing Method Test Method Standard 6' x 72' t;ngineer/Technidan ASTM C 3t ASTM C 3s Area 2a27 sq. in. I JEFF VANBLARICOM Remarks and/or Distribution ~i NATHAN D. MAIER/MIKE GARRETT (1), REBCON CONTRA CTORS/ RICH BURCHETTE (1), CITY OF COPPELL/LARRY DAVIS (1) - - - - -zt'~..-- :: 1. IiMRA710NS: The test resold presented Aerein we/e Oreoered used uoen O+e .oeeilk semPles t~wKfeo fa te+orq. We uwme no reaoonslbutly fw • •••• •~ ~a.yi.~ca~ a vanetlon m Quellty (eomtwsrtlon, •pf7eNanee, peAOrmancs, stew a oo+w feature of amflar aubpct maser provwetl by persons a ponpftlons wer v.hich we have M eonVOL Our IeRms anq reports are for V+s ettJJusM use of Qfe dfsnd fa .flan fury N aOdreceeC.