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PA9702-LR 990713 (2) CONCRETE COMPREb ,IVE STRENGTH TES'I 8901 Cm'p~nlff Frmvy., Suit~ #100 Date of Service: 0d/11/1999 Report No.: 9916115 Report Date 07/13/1999 Client No.: COPPELL Project No,: 94991118 Client: City of Co 11 Project: Coppell Aquatic/Recreation C~r 732 DeForest 300 Block of Parkway Blvd Coppell TX 75019 Coppell, Texas/Prj. #9d051 Services: Obtainsamp~cs~ffreshc~ncretcatthep~ac~m~nt~ocati~ns~p~rf~rmrequircd~e~dtesta~dcast comprcssivc strength samples. PROJECT DATA CONmince'FOR: Hisaw & Assoc. CONCRETE CLASS: 6 Sack CONCP, KI~ SUeex.n~R: Nelson Brothers e~ACEME~r hATE: 0d/11/199~ BATCH TIME: l ~,x~A~rr: Lewisville T~iE SAMFUn: 12:30pro BY: Mike Odom SPECH~ICATION REQUIREMENTS WEATHER CONDFrlONS: pax~dy cloudy STRENGTH: 4000 psi @ 28 Days mm~wF~.Amm~E(y)-Am 87 F COSCRETE: 86 F S~-UM~: 4-6" m~UCKSO: 218 mmc~rsO: 73322 Am~ N/A AreCONTENT(%): N/A U~rrwHGwr(p~: N/A TEST METHOn: ASTM C-143 eLACEME~r LOCAmmO~q: PicF infofmaliou: See Report 46~)16114 ASTM C-172 ASTM SAMPLE LOCATION: REPORT OF TESTS ACCUMUUmmWWRnS: 10 CYLINDER MEASURED MAXIMUM COMPRESSlYE MA~K'~n SLUMP DATE AGE LOAD STRENGTH FRAC'FtlRE SET NO. (inches) TESTED (days) (Ibm. force) (p~l) TYPE 1 1 4.75 0d/18/1999 7 89920 3180 1 2 4.7~ 0d/18/1999 7 88100 3120 Average 31S0 1 3 4.75 07/0~/1999 28 119850 4240 I 4 4.75 07/0~/1999 28 1274~0 4~10 Average 4380 Tech~,~. Mike Odom Started: 12:00pm Finished: 7:00pm ~ En~'~mg, Inc. Report Distribution: (1) City of Coppell (~) City ofCoppcu - ~ugincc,inS (1) BrinkIcy Sa~gcm A~chitects (1) City ofCoppell - Bldg. Iusp. Eugene Had~ur ( 1 ) Turner Eagi~ccn ( 1 ) City of Coppcll - Leisure Scrv Dcpt ~ Vice President (1) Hisaw & Associaics This repofi is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC F~ginecring, Inc. OITM Page 1 of 1