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Fountain Park 1-LR 931108reed engineering CONCRETE COMPRESSION TEST REPORT GEOTECHNICAL CONSULTAN ! ~ REPORT NO.: 4 JOB NO.: 1132. 6 PROJECT: Fountain Park Addition L~^T,ON: Fountain head lane STA 3+70 corner ARCHITECTfENGINEER: SAMPLED BY: BY ORDER OF: CONTRACTOR: Legend Construction, Inc. RE~RTEOTO: Matthews Investments Southwes~ATE: 11/15/93 O,DERNUMeE,: DATE CAST: 11/08/93 SPECIFICATION: 3000 PSI QUANTITY REPRESENTED: 20/160 yds R. Thomas Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.2~ ~O. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER FPlli0801 FPl10802 FPl10803 FPl10804 102,1300 99,500 7 7 28 28 36i20 3520 3570 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 0 7: 3 5 SOURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): 1 DAYS, LABORATORY FROM 4 ~F 11/09/93 TRANSPORTED BY Reed MiX 8 ~. AIR CONTENT 3 · 9 (~. SLUMP 4 · 79NcHES AM/P~ PICK-UP CHARGE: YE~X NO._ MIX CODE: TICKET NO.: TXI 8274 156360 UNIT WEIGHT PCF YIELD CFICY DISTR~UT,~: (1) Matthews ~nvestments Southwest/Mr. Tim House (.1~ Kadleck (~) City of & Associates/Mr. Lynn Kadleck ~~ Coppell/Mr. Larry Davis (1) Legend Construction, Inc./Mr. Floyd Key S,GNED 1 TESTM~HODS: ASTM C31, C39, C 1~. C 173, C 192, C~I, 0RCl~ PAGE OF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35G5600 · (FAX) 214/35G0019 2 REPORT NO.: PROJECT: LOCATION: reed engineering GEOTECHNICAL CONSULTAN¥~ CONCRETE COMPRESSION TEST REPORT 4 JOBNO.: 1132.6 Fountain Park Addition Fountain View Place STA 1+55 (intersection with Fountain Dr. ) ARCHITECT/ENGINEER: OONTRAOTOR: Legend Construction, Inc. REPORTED TO: DATE CAST: 11/08/93 SPECIFICATION: 3000 PSI OUANTITY REPRESENTED: 100/160 yds SAMPLED BY: BY ORDER OF: Matthews Investments Southwes~TM 11/15/93 OROERNUMBER: R. Thomas Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA.28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH. PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER FPll0805 FPll0806 FPll0807 FPll0808 93,000 * 7 7 28 28 3290 3290 * Damaged on job site METHOD OF CURING: FIELD I DAYS, LABORATORY FROM TEMPERATURE: AMBIENT 4 7'F TIME OF SAMPLE: 0 9: 4 5 AM~___M~ SOURCE OF CONCRETE: MIX 8~, FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ABH: ADMIXTURE(S): MIX CODE: 11/09/93 TRANSPORTED BY AIR CONTENT 4 · 1(~, TXI 8274 Reed SLUMP 7 · 7 ~CHES PICK.UP CHARGE: YE,~ NO._ TICKET NO.: 156516 UNIT WEIGHT PCF YIELD CF/CY ISTRIBUTION' (1) Matthews Investments Southwest/Mr. 1) Kadleck & Associates/Mr. Lynn Kadleck (1) city of Coppell/Mr. Larry Davis (1) Legend Construction, Inc./Mr. Floyd Key SIGNED 2 TEST METHODS: ASTM C31, C39, C 143, C 173, C 192, C231, ORC t064 PAGE OF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 2