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Gateway BP(2.4)-LR 9501172 REPORT NO,: Office/Warehouse - Freeport Pky @ PROJECT: Gateway Blvd. Paving - Freeport & proposed Wrangler LOCATION: Drive reed engineering GEOTECHNICAL CONSULTANTS DATE CAST: CONCRETE COMPRESSION TEST REPORT 1982.1 JOB NO.: SPECIFICATION: QUANTITY REPRESENTED: 12/20/94 3000 PSI 10/30 yds ARCHfTECTIENGINEER: Clean Cut CONTRACTOR: Cattellus Development REPORTED TO: 01/17/95 Corp. 12/27/94 DATE: SAMPLED BY: R .m~ ~..om~son Client BY ORDER OF: ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 ~Q. IN. FIELD HUMBER: WH122001 MAXIMUM LOAD, LBS: 132, 000 7 AGE WHEN TESTEC, DAYS: 4670 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, RSI: LABORATORY NUMBER WH122002 WH122003 149,500 155,000 28 28 5290 5480 5390 TYPE BR~K; CONICAL (U.N.O.) REMARKS: Does comply with Specification METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM 12/21/94 TRANSPORTED BY Reed TEMPERATURE: AMBIENT 67 .F M~X 73 CF, AIR CONTEN15 . 80 ~, SLUMP 4 . 5 INCHES TIME OF SAMPLE: 0 3 : 0 5 ]~u~PM. PICK-DP CHARGE: --YES XNO TXI 8274 311955 SOURCE OF CONCRETE: MIX CODE: T~CKET NO.: PINE AGGREGATE: UNIT WEIGHT PCF COARSE AGGREGATE: WATER: YIELD CF/CY CEMENT: .(~ ~'ff Associates, Inc./Mr. Pat Acker ~(1) City of Coppell/Mr. Ken Griffin (1) Clean Cut/Mr. Bill Mills SIGNED 1 1 TEST METHODS: ASTM C 31, C 39, C 143, C 173. C 192, C 231, OR C 1064 PAGE OF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX) 214/35(~0019