Loading...
ST9504-LR 951229reed engineering REPORT NO.: PROJECT: LOCATION: CONCRETE COMPRESSION TEST REPORT 1 2620 JOB NO~: Paving Replacement - Burns Road, Coppell Texas Paving - STA 4+50 GEOTECHNICAL CONSULTANTS DATE CAST: SPECIFICATION: OUANTITYREPRESENTED: 12/29/95 3000 PSI 18/135 yds ARCHITECT/ENGINEER: Needham, Wright and Leskey SAMPLEDBY: F. Pitts CONTRACTOR: REPORTED TO: McFadden & Miller Carter Crowley Properties DATE: BY ORDER OF: 01/26/96 01/05/96 ORDER NUMBER: Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ IN. LABORATORY NUMBER FIELD NUMBER: BR 122901 BR! 22902 MAXIMUM LOAD. LBS: 101, 800 106, 800 7 7 AGE WHEN TESTED. DAYS: 3600 3780 COMPRESSIVE STRENGTH, PSI: 3690 AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: Does comply with Specification BR122903 BR122904 129,600 133,400 28 28 4580 4720 4650 METHOD OF CURING: FIELD DAYS, LABORATORY FROM 1 TEMPERATURE: AMS,ENT 42 °F M,X 54 TIME OF SAMPLE: SOURCE OF CONCRETE: T~att ii'[lore FINE AGGREGATE: COARSE AGGREGATE: WATER; CEMENT: FLY ASH: ADMIXTURE(S): 12/30/95 TRANSPORTED BY Reed °F, AIR CONTENT %, SLUMP 5 . 0 0 INCHES MIX CODE: 3 8 TICKET NO.: 6 0 2 7 0 6 8 UNIT WEIGHT PCF YIELD CF/CY DISTRIBUTION: (1) Carter Crowley Properties/Mr. Frank Babb (1) Needham, Wright and Leskey/Mr. Bob Wright (1) McFadden & Miller/Mr. Dave Vandemeer ,~3~) City of Coppell/Mr. Garreth Campbell TEST METHODS: ASTM C31. C 39, C 143. C 173, C 192, C231,ORC 1064 1 PAGE OF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORT NO.: PROJECT: LOCATION: 1 2620 JOB NO.: Paving Replacement - Burns Road, Coppell Texas Paving - STA 3+80 DATE CAST: SPECIFICATION: OUANTITYREPRESENTED: 12/29/95 3000 PSI 126/135 yds ARCHITECTIENGINEER: Needham, Wright and Leskey SAMPLEDBY: F. Pitts CONTRACTOR: REPORTED TO: McFadden & Miller Carter Crowley Properties DATE: BY ORDER OF: 01/26/96 01/05/96ORDER NUMBER: Client (6 · 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SD* IN. LABORATORY NUMBER FIELD NUMBER: BR122905 MAXIMUM LOAD. LBS: 126, 100 7 AGE WHEN TESTED, DAYS: 4460 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: BR122906 BR122907 BR122908 129,000 150,300 151,900 7 28 28 4560 5320 5370 4510 5350 ~PE BR~K: CONICAL (U.N.O.) REMARKS: Does comply with Specification METHOD OF CURING: FIELD I DAYS, LABORATORY FROM 1 2 / 3 0 / 9 5 TRANSPORTED BY Re ed TEMPERATURE: AMBIENT 4 5 *F MIX 5 2 °F, A~R CONTENT %, SLUMP 4 . 5 0 INCHES TiME OF SAMPLE: 0 3 : 2 0 A~M, PICK-UP CHARGE: YE~ NO SOURCE OF CONCRETE: Lattimore MIX COOE: 38 TICKET NO.: 7016964 FiNE AGGREGATE: UNIT WEIGHT PCF COARSE AGGREGATE: WATER: YIELD CF/CY CEMENT; FLY ASH: ADMIXTURE(S): DISTRIBUTION: (1) Carter Crowley Properties/Mr. Frank Babb (1) Needham, Wright and Leskey/Mr. Bob Wright (1) McFadden & Miller/Mr. Dave Vandemeer (1) City of Coppell/Mr. Garreth Campbell SIGNED TEST METHOOS: ASTM C 31, C 39, C 1~, C 173, C 192. C 231. OR C 10~ PAGE 2 OF 2 2424STUTZDRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (~X) 214/350-0019 REPORT HO,: Paving Replacement FR~ECT~ Coppell Texas Paving - STA 4+50 LOCATION: ARCHITECT/ENGINEER: Needham, Wright and Leskey McFadden & Miller CONTRACTOR: Carter Crowley Properties REPORTED TO: reed engineering GEOTECHNICAL CONSULTANT~ CONCRETE COMPRESSION TEST REPORT 2620 JOB NO.: Burns Road, DATE: DATE CAST: 12 / 2 9 / 9 5 3000 PSI SPECIFICATION: 18/135 yds OUANTITY REPRESENTED: SAMPLED BY: F. Pitts BY ORDER OF~ C1 ient 01 / 05 / 96OBDER NUMBEB~ (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: BR 122901 M~IMUM LOAD, LBS: 1 0 1, 8 0 0 7 AGE WHEN TESTED, DAYS: 3600 COMPRESSIVE STRENGTH, PSh AVERAGE STRENGTH. PSi: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER BR122902 106, 800 7 3780 3690 BR122903 BR122904 28 28 METHOD OF CURING: FIELD i DAYS, LABORATORY FROM TEMPERATURE: AMBIENT 42 °F MIX 5 4 12/30/95 TRANSPORTED BY Reed °F, AIR CONTENT %, SLUMP 5.00 INCHES TIME OF SAMPLE: SOURCE OF CONCRETE: Lattimore MIX CODE: 38 TICKET NO,: 6027068 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE{S): UNIT WEIGHT PCF YIELD CFICY DISTRIBUTION: (1) Carter Crowley Properties/Mr. Frank Babb (1) Needham, Wright and Leskey/Mr. Bob Wright (1) McFadden & Miller/Mr. Dave Vandemeer J(1) City of Coppell/Mr. Garreth Campbell SI~ED TEST METHODS: ASTM C31, C39. C 143. C 173, C 192, C 231, ORC 1064 1 2 PAGE OF 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019 reed engineering CONCRETE COMPRESSION TEST REPORT DATE: 2620 REPORT NO.: JOB Paving Replacement Burns Road, PR~ECT: Coppell Texas Paving - STA 3+80 ARCHITECT/ENGINEER: Needham, Wright and Leskey McFadden & Miller CONTRACTOR: Carter Crowley Properties REPORTED TO: GEOTECHNICAL CONSULTANi :~ DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: SAMPLED BY; BY ORDER OF: 01/05/96ORDER NUMBER: 12/29/95 3000 PSI 126/135 yds F. Pitts Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: BR122905 126, 100 M,~O(IMUM LOAD, LBS: 7 AGE WHEN TESTED, DAYS: 4460 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER BR122906 129,000 7 4560 4510 BR122907 28 BR122908 28 DAYS, LABORATORY FROM METHOD OF CURING: FIELD 1 TEMPERATURE: AMBIENT 4 5 °F MIX 5 2 TRANSPORTED BY 12/30/95 °F, AIR CONTENT %, Reed SLUMP 4 . 5 0 INCHES TIME OF SAMPLE: 0 3 : 2 0 Ag[PM, SOURCE OF CONCRETE: Latt imore MIX CODE: 3 8 PICK-UP CHARGE: TICKET NO.: vW 7016964 NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT YIELO PCF CF/CT DISTRIBUTION: (1) Carter Crowley Properties/Mr. Frank Babb (1) Needham, Wright and Leskey/Mr. Bob Wright (1) McFadden & Miller/Mr. Dave Vandemeer (1) City of Coppell/Mr. Garreth Campbell TEST METHODS: ASTM C31, C39, C 143, C 173, C 192, C231, ORC 1064 2424 STUTZ DRIVE · SUITE 400 · DALLAS, TEXAS 75235 · 214/350-5600 · 2 2 PAGE OF__ (FAX) 214/350-O019