Loading...
Waters Edge P2-LR 940705REPORT NO.: PROJECT: LOCATION: 2 reed engineering GEOTECHNICAL CONSULTANTS Waters Edge, Phase II Street paving STA 7+80 CONCRETE COMPRESSION TEST REPORT 1132.3 JOB NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: o7/05/94 3000 PSI 120/130 yds ARCHITECT/ENGINEER: SAMPLED BY: H. Johnson CONTRACTOR: REPORTED TO: BY ORDER OF: C1 ient Matthews Investments SouthweS~ATE: 07/12/94 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: LABORATORY NUMBER WE070501 WE070502 87,000 82,500 7 7 3080 2920 3000 WE070503 WE070504 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT 8 6 TIME OF SAMPLE: 11: 15 AM/~, SOURCE OF CONC.ETE: Pioneer DAYS, LABORATORY FROM 07/06/94 M,x 8 8 'F, FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): TRANSPORTED BY Reed AIR CONTENT 5 . O0 %' SLUMP INCHES 4.50 YES ~ PICK-UP CHARGE: MIX CODE: 47 0 0 TICKET NO.: 264072 UNIT WEIGHT PCF YIELD CF/CY · Tim DISTRIBUTI~: (1) Matthews Investment Southwest, Inc./Mr F~use ..... (1) Kadleck & Associates/Mr. Lynn Kadleck, P.E. ~/,~ ~ ~ul) City of Coppell/Mr. Larry Davis SIGNED TEST METHODS: ASTM C31, C39, C 143, C 173, C 192, C231.ORC1064 PAGE 1 OF1_ 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019 2 REPORT NO.: Waters PROJECT: Street LOCATION: reed engineering ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: Matthews CONCRETE COMPRESSION TEST REPORT JOB NO.: Edge, Phase II paving STA 7+80 1132.3 GE~ECHNICAL CONSULTANTS DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 07/05/94 3000 PSI 120/130 yds SAMPLED BY: H. Johnson Investments SouthweS~TE: 07/12/94 BY ORDER OF: ORDER NUMBER: Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 ~O. IN. FIELD NUMBER: WE070501 87,000 7 3080 MAXIMUM LOAD, LBS: AGE WI'IEN TESTED, DAYS: COMPRESSIVE STRENGTH, P~I: AVERAGE 8TREHQTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER WE070502 82,500 7 2920 3000 WE070503 WE070504 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT 8 6 TIME OF 8AMPLE: 11: 15 ~)UROE OF CONCRETE: Pioneer FIHE AGGREGATE: COARSE AGGREGATE: WATER: CEMEHT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM · F M~X 88 A,~L~. 07/06/94 TRANSPORTED BY Reed 'F. AIR CONTENT 5 · 00 %' SLUMP 4.50 PICK-UP CHARGE: YES M~X COOE: 4 7 0 0 TICKET NO.: 264072 UNIT WEIGHT PCF YIELD CF/CY INCHES D,~R'~T~: (1) (1~ Kadleck (~ City of Matthews Investment Southwest, & Associates/Mr. Lynn Kadleck, Coppell/Mr. Larry Davis Inc./Mr. P.E.__~~' SIGNED TEST METHODS: ASTM C31, C39, C143, C 173, C 192. C231. ORC1064 PAGE1 OF 1 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35{~5600 · (FAX) 214/350-0019 REPORT NO.: PROJECT: LOCATION: 2 Waters Edge, Phase II reed engineering Street paving - STA 7+80 GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 1132.3 JOB NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 07/05/94 3000 PSI 120/130 yds ARCHITECTIENGINEER: SAMPLED BY: H. Johnson CONTRACTOR: REPORTED TO: BYORDEROF: Client 08/02/94 Matthews Investments SouthweS~TE: 07/12/94ORDERNUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA.28.26 SQ. IN. LABORATORY NUMBER FIELD NUMBER: WE 070501 WE070502 82,500 7 2920 MAXIMUM LOAD. LBS: 8 7, 0 0 0 7 AGE WHEN TESTED, DAYS: 3080 COMPRESSIVE STRENGTH, PSh AVERAGE STRENGTH, PSI: 3000 ~ BR~K: CONICAL (U,N.O.) REM*RKS: Does comply with Specification WE070503 107,500 28 3800 WE070504 108,500 28 3840 3820 METHOD OF CURING: FIELD 1 TEMPERATURE: AMBIENT 8 6 °F TIME OF SAMPLE: 11 : 15 AM/I~M. SOURCE OF CONCRETE: Pioneer DAYS, LABORATORY FROM M'X 8 8 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): TRANSPORTED BY 07/06/94 Reed °F, AIR CONTENT 5 . 00 %' SLUMP PICK-UP CHARGE: M,XCODE: 4700 INCHES 4.50 YES ~ TICKET "O.: 2 6 4 0 7 2 UNIT WEIGHT PCF YIELD CF/CY DISTRIBUTION: (1) Matthews Investment Southwest, Inc./Mr. ' House ~) Kadleck & Associates/Mr. Lynn Kadleck, P.E. ~ City of Coppell/Mr. Larry Davis SIGNL~D TEST METHODS: ASTM C31, C39. C 143, C 173. C 192, C231, ORC1064 PAGE 1 OF 1____ 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019