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Chautauqua-LR 920908reed engineering _ C~3G30M[~ GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORT NO.: 6 JOB NO.:1 O $ 2 PRwECr: Chautauqua Place LocATION: Paving - Dakota Lane, STA 7+86 DATE cASr: 0 9/ 0 8/ 9 2 SPECIFICATION: 4 0 0 0 PS I QUANTITY REPRESENTED: 1 O/ 6O ydS ARCHITECT/ENGINEER:Nathari D. Maier SAMPLED BY: ~,~ P1ttS CONTRACTOR: RebCOn, Irir.. BY ORDER oF: Cl lent 10/06/92 REPORTED TO: MatheWS Investments, SOUthWAStDATE:O9/1.5/92 ORDER NUMBER: (8 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.28 SO. IN. LABORATORY NUMBER FIELD NUMBER: CP090801 CP090802 CP090803 CP090804 MAXIMUMLOnD,LBS: 123, OOO 120, OOO 160, OOO 159, 500 AGE WHEN TESTED, DAYS: '~ '~ 2 8 2 8 COMPRESSIVE STRENGTH, PSI: 4 3 5 0 4 2 4 0 5 6 6 0 5 6 4 0 4 3 0 0 5 6 5 0 AVERAGE STRENGTH, Psl: TYPE BREAK: CONICAL (U.N.O.) REMARKS: D02S comply with Specification METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM 09/09/92 TRANSPORTED BY Reed TEMPERATURE: AMBIENT 7rj °F MIX $ 1 °F, AIR CONTENT 4 6 O %, SLUMP TIME OF SAMPLE: O9 ~ 4 O 9MJXM, PICK-UP CHARGE: lY5 SOURCE OF CONCRETE: TXI MIX CODE: 8 2 7 4 TICKET NO.: 2 8 0 3 9 FINE AGGREGATE: UNIT WEIGHT COARSE AGGREGATE: WATER: YIELD CEMENT: FLV ASH: ADMIXTURE(S): 4 INCHES PCF CFlCV DI TRIBUTI N: 1 a ews Hues men s, ou wes , nc. r. lm ouse ~1~ Na~han D. Maier Consulting Engineers/Mr. Michael J. Garrett 1) City of Coppell/Mr. Garreth Campbell (1) Rebcon Inc./Mr. Rick Burgett -" • 1 ~ IGNED TEST METHODS: ASTM C 31, C 39, C 143, C 173, C 192, C 231, OR C 1084 1 2 PAGE_OF_ 2424 STUTZ DRIVE ^ SUITE 400 ^ DALLAS, TEXAS 75235 ^ 214/350-5600 ^ tFAX1214/350-0019 reed engineering ®G30MG~ GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORT NO.: 6 JOB NO.:1 O 8 2 DATE CAST: O 9/ O 8/ 9 2 PROJECT: Chautauqua Place SPECIFICATION: 3000 PSI LOCATION: PaVing - Dakota Lane, STA 5-+-20 pUANTITYREPRESENTED: 4O/9O ydS ARCHITECTJENGINEER:Nathan D. Maier SAMPLED BY: F. P1ttS CONTRACTOR: RebCOn, IriC . BY ORDER OF: Cl lent 10/06/92 REPORTED TO: MatheWS Investments, SouthwestDATE:09/15/92 ORDER NUMBER: (8 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.28 SO. IN. LABORATORY NUMBER FIELD NUMBER: CPO9O8O5 CP090806 CP090807 CP090808 MAXIMUM LOAD, Les: g g, 5 0 0 9 3, 0 0 0 AGE WHEN TESTED, DAYS: ~J 7 COMPRESSIVE STRENGTH, PSI: 317 O 3 2 9 0 AVERAGE STRENGTH, PSI: 3 2 3 0 TYPE BREAK: CONICAL (U.N.O.) REMARKS: DOeS comply Wlth Specification 143,000 142,000 28 28 5060 5020 5040 METHOD OF CURING: FIE TEMPERATURE: AMBIENT TIME OF SAMPLE: 12 ' 4 O SOURCE OF CONCRETE: TXI FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): 1 DAYS, LABORATORY FROM p 9/ 0 9/ 9 2 TRANSPORTED BY Reed 8 5 °F MIX 8 2 °F, AIR CONTENT 4 . 2 O %, SLUMP }}[[ ATJHP_D~ PICK-UP CHARGE: Y£'S MIX CODE: 8 2.7 3 TICKET NO.: 2 818 4 UNIT WEIGHT 4 INCHES NO PCF CF/CY YIELD (1J 1°1 CI L.11CW5 111VCbl.1LLC111.J, .7VU6.11wc~~., laav.~.-.~ ... (~IgrRl~a~Nhan D. Maier Consulting Engineers/Mr. Michae G (1) City of Coppell/Mr. Garreth Campbell __~ (1) Rebcon Inc./Mr. Rick Burgett (1 ~ SIGNED TEST METHODS: ASTM C 31, C 39, C 143, C 173, C 192, C 231, OR C 1084 2 2 PAGE_OF_ 2424 STUTZ DRIVE ^ SUITE 400 ^ DAILAS, TEXAS 75235 ^ 214/350-5600 ^ (FAX) 214/350-0019