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PA9702-LR 991215CONCRETE COMPR IVE STRENGTH TES ? 8901 CarpeRer Frwy., Suite #100 Dateof Service: 12/07/1999 Report No.: 9932738 Report Date 12/15/1999 Client No.: COPPELL Project No.: 94991118 Client: City of Co ll Project: Coppell Aquatic/R~creation C~r Attn: Bra~F~esid 300 Block of Parkway Blvd 732 DeForest Coppell TX 75019 Copp~ll, Texas/Prj. ~605 1 Services: Obtain samp~es ~f fresh c~ncrete at the p~acement ~cati~ns~ pe~rm required ~e~d test and cast compressive strength samples. PROJECT DATA cowrnAcTom Hisaw & Assoc. CONCn~T~ CLASS: N/A CONCRETE SUPPLIER: Nelson Brothers pLACEMERrDATE: 12/0711999 BATCH TIME: 7:09aln pLANT: Lewisville TIME SAMpLED: 7:48am BY: loey Gordon SPECIFICATION REQUIREMENTS WEATHER COSOrrIOSS: Partly cloudy, cold STRENGTH: 4000 psi @ 28 Days nmMPEPaTtmt (F) - AIR 43 F CONCRETE: 51 t~ SLtn~P: 5.0" Max TRUCKNO: 222 T~CKET SO: 80600 Aln: N/A AIRCONTENT(%): N/A UNrrwEIGwr(pa): N/A TEST METHOD: ASTM C-143 pLACEMENT LOCATION: 2.5-7.8, B.1-D elevated slab sef~ond ticor ASTM C-172 ASTM C-39 SAMPLE LOCATION: 2.9-C.3 REPORT OF TESTS AcceaxaA r VAP, OS: 10 CYLINDER MEASURED MAXIMUM COMP~IVE MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE SET NO. (inches) TESTED (days) (Ibs. force) (,psi) TYPE 1 1 6.00 12/14/1999 7 113370 4010 1 2 6.00 12/14/1999 7 113140 4000 Average 4010 1 3 6.00 01/04/2000 28 I 4 6.00 01/04/2000 28 Sampled from truck. Technician: Joey Gordon Started: 6:00am Finished: 10:00am ~ Engih . Report Distribution: (1) City of Coppell (1) City ofCoppell - Engineering (1) BrinkIcy Sargent Architects (1) City ofCoppeLI - Bldg. IEap. Eugene r (1) Turner Engineers (1) City ofCoppell - Leisure Serv Dept Vice President (1) Hisaw & Associates This report is exclusively for die use of die client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc. 01LL Page I of I