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Gunner Sub-LR 980624 9200 King Arthur Drive Dallas, Texas 75247-3610 Phone 214/631-4372 Fax 214/631-4380 CONCRETE COMPRESSION TEST REPORT- REPORT NO.: 27/681 8 ~o. NO.: 1598-0018 DA'rE CAST: 6/24/98 ~ECT: St. Marin Apartments Coppell, Texas LOCATION: Paving, Belt Line Rd. Approach, E. of N/W Corner ~CHITECT~NGINEER: 3' S., 25' SPECIFICATION: QUANTITY REPRESENTED: SAMPLED BY: 4000 psi @ 28 days 9/18/36 cu. yds. R. Black CONTRACTOR: BY ORDER OF: REPORTEDTO: EPI - Mark Morris DATE: 7/1/98 ORDER NUMBER= (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: SM62401 MAXIMUM LOAD, LBS: 105,010 AGE WHEN TESTED, DAYS: 7 COMPRESSIVE STRENGTH, PSh 3710 AVERAGE STRENGTH, PSh TYPE BREAK: CONICAL (U.N.O.) REMARKS: SM62402 LABORATORYNUMBER 6818 SM62403 SM62404 METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM TEMPERATURE: AMBIENT 98 °F M~X 92 TIME OF SAMPLE: AM/PM, SOURCE OF CONCRETE: Lattimore FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): °F, 6/25/98 TRANSPORTED BY AIR CONTENT 4,0 ~, MLX CODE: 4 2 R. Black SLUMP PICK-UP CHARGE: nCKET NO.: 7053489 UNIT WEIGHT YIELD 3 1/2 INCHES YES NO X CF/CY DIS~IBUTION: ~'C~tY of Coppe11 - Garreth Campbell EPI - Don Matlock (FAX) 81GNED (~ TESTMETHOOS: ASTM C31. Cae, 0143, C17~ C192, C231,0R01064 PAO; 1 OF 1