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Waters Edge P2-LR 940701REPORT NO.: PROJECT: LOCATION: reed engineering CONCRETE COMPRESSION TEST REPORT 1132.3 JOB NO.: GEOTECHNICAL CONSULTANTS 3 Waters Edge, Phase II Pavin9 - STA 3+00 DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 07/01/94 3000 PSI 3o/25o yds ARCHITECT/ENGINEER: SAMPLEDBY: F. Palmer CONTRACTOR: REPORTED TO: BYORDEROF: Client 07/29/94 Matthews Investments SouthweS~TE: 07/08/94ORDERNUMBER: (6 X 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. LABORATORY NUMBER FIELD NUMBER: WE 070101 WE070102 82,000 7 2900 MAXIMUM LOAD, LBS: 81, 0 0 0 7 AGE WHEN TESTED, DAYS: 2860 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: 2880 ~PE BR~K: CONICAL (U.N,O.) ,EMARKS: Does comply with Specification WE070103 109,000 28 3860 WE070104 104,500 28 3700 3780 METHOD OF CURING: FIELD 1 TEMPERATURE: AMBIENT 7 9 TIME OF SAMPLE: 0 8 : 0 5 AM~, SOURCE OF CONCRETE: Pioneer DAYS, LABORATORY FROM 07/02/94 MIX 8 6 *F, FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): TRANSPORTED BY Reed AIR CONTENT 4.70 ~' SLUMP PICK-UP CHARGE: M,X CODE: 4 7 0 0 INCHES 3.50 YES ~ TICKET NO.: 249826 UNIT WEIGHT YIELD PCF CF~Y DISTRIBUTION: (1) Matthews Investment Southwest, Inc./Mr. ~ Ho~use (1) Kadleck & Associates/Mr. Lynn Kadleck, P.E. ^~-. --~/ ~ (1) City of Coppell/Mr. Larry Davis TEST METHODS: ASTM C St. C 39, C t43, C 173, C 192, C 231, OR C 1064 PAGE i OF 2 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/350-O019 3 REPORT NO.: Waters PROJECT: Paving LOCATION: Edge, - STA ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: Matthews reed engineering CONCRETE COMPRESSION TEST REPORT JO~ NO.: Phase II 4+25 1132.3 GEOTECHNICAL CONSULTANTS DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 07/01/94 3000 PSI 110/250 yds Investments 07/29/94 Southwest 07/08/94 DATE: SAMPLED BY: BY ORDER OF: ORDER NUMBER: F. Palmer 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: Does comply WE070105 74,000 7 2620 with LABORATORY NUMBER WE070106 76,000 7 - 2690 2660 Specification WE070107 100,000 28 3540 WE070108 103,500 28 3660 3600 METHOD OF CURING: FIELD DAYS. LABORATORY FROM TEMPERATURE: AMBIENT 91 'F M,X 89 TIME OF SAMPLE: 12 : 3 0 A~eM. SOURCE OF CONCRETE: Pioneer FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): 07/02/94 TRANSPORTED BY Reed *F, AIR CONTENT 5 · 2 0 ~' SLUMP PICK-UP CHARGE: M,X CODE: 4700 4.25 INCHES YES ~) TICKET "O.: 249880 UNIT WEIGHT PCF YIELD CF/CY DISTRIBUTION: (1) Matthews Investment Southwest, Inc./Mr. Ti~HousR (1) Kadleck & Associates/Mr. Lynn Kadleck, P.E. (1) City of Coppell/Mr. Larry Davis SIGNED TEST METHODS: ASTM C31, C39, C 143, C 173, C 192. C231, ORC 1064 PAGE2 OF2_ 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019 3 REPORT NO.: Waters PROJECT: Paving LOCATION: Edge, Phase STA 4+25 ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: Matthews reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 1132.3 JOB NO.: DATE CAST: IT SPECIFICATION: QUANTITY REPRESENTED: 07/01/94 3000 PSI 110/250 yds SAMPLEDBY: F. Palmer BY ORDER OF: fl ient Investments SouthweS~ATE: 07/08/94 ORDER NUMBER: (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: WE070105 74,000 7 2620 LABORATORY NUMBER WE070106 76,000 7 2690 2660 WE070107 28 WE070108 28 METHOD OF CURING: FIELD 1 TEMPERATURE: AMBIENT 91 DAYS, LABORATORY FROM M,X 89 'F. TIME OF SAMPLE: 12 : 30 A~PM, SOURCE OF CONCRETE: Pioneer FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): 07/02/94 TRANSPORTED BY Reed AIR CONTENT 5 · 2 0 o~, SLUMP 4.25 PICK-UP CHARGE: INCHES YES MIX CODE: 4 7 0 0 TICKET NO.: 2 4 9 8 8 0 UNIT WEIGHT PCF YIELD CFICY DISTRIBUTION: (1) Matthews Investment Southwest, Inc./Mr. Ti~ House (1) Kadleck & Associates/Mr. Lynn Kadleck, P.E. A/// _ __/~ ~__.~ (1) City of Coppell/Mr. Larry Davis SIGNED TEST METHODS: ASTM C 31, C 39, C 143, C 173, C 192, C 231, on C 1064 PAGE 2 OF.__ 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 2 3 REPORT NO.: Waters PROJECT: Paving LOCATION: Edge, Phase STA 3+00 ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: Matthews reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 1132.3 JOB NO,: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: SAMPLED BY: BY ORDER OF: Investments Southwest 07/08/94 DATE: ORDER NUMBER: 07/01/94 3000 PSI 30/250 yds F. Palmer Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: WE070101 81,000 7 2860 MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSh TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER WE070102 82,000 7 2900 2880 WE070103 28 WE070104 28 METHOD OF CURING: FIELD DAYS, LABORATORY FROM 1 TEMPERATURE: AMBIENT 79 'F M,X 86 TIME OF SAMPLE: 0 8: 0 5 AM~, SOURCE OF CONCRETE: Pioneer FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): 07 / 02 / 94 TRANSPORTED aY Reed · F. A,R CONTENT 4 . 70 ~' SLUMP 3. 50 PICK-UP CHARGE: YES TICKET NO.: 249826 UNIT WEIGHT M,X CODE: 4700 YIELD INCHES PCF CFICY DISTRIBUTION: (1) Matthews Investment Southwest, (1) Kadleck & Associates/Mr. Lynn Kadleck, ~fl) City of Coppell/Mr. Larry Davis Inc./Mr. Tj/~ HousD ~ __ SIGNED r ~ ~ TEST METHODS: ASTM C31, C39. C 143, C 173, C 192, C231, ORC 1064 PAGE1 OF 2 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019