Loading...
Four Seasons 1-LR 911018 reed engineering COHCRETE COMPRESSION TEST REPC~T REPORT NO.: 9 JOB NO.: 5 5 6 · 2 DATE CAST: 10/18/91 PR~ECT: Proposed Four Seasons Distribution Center Slab on Grade Approx. 15' N. of S.E. · ~AT,ON: Corner Bldg. Pad WSI Architects ARCHITECT/ENGINEER: NATCON, INC. CONTRACTOR: REPORTED TO: NATCON, Inc. SPECIFICATION: 3000 PS I QUANTITY REPRESENTED: 22/295 yds. SAMPLED BY: BY ORDER OF: 11/15/91 DATE: 10/25/91 ORDER NUMBER: H. Johnson Contractor (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.2'~ SQ. IN. LABORATORY NUMBER 101801 101802 101803 FIELD NUMBER: 96,000 98,500 137,500 MAXIMUM LOAD, LBS: 7 7 28 AGE WHEN TESTED, DAYS: 3400 3480 4860 COMPRESSIVE STRENGTH, PSI: 3440 AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: Does comply with Specification 4910 101804 140,000 28 4950 METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM 1 0/19/9 1 TRANSPORTED BY Reed TEMPERATURE: AMBIENT 74'F MIX 7 ~=, AIR CONTENT SLUMP 4INCHES TIME OF SAMPLE: 0 9 : 4 5 PICK-UP CHARGE: YES NCK SOURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): MIX CODE: TICKET NO.: Pioneer 1304 459662 UNIT WEIGHT PCF YIELD CF/CY ISTRIBUTION ' (1) NATCON, Inc./Mr. John Fisher l) Bradford Companies/Mr. Subash Gaitonde (1) Brockett. Davis. Drake, Inc./Mr. Gary McHale (1) WSI Architects/Mr. Ray Garrison (1) Slider & Associates/Mr. Tim Slider SIGNED ~'/) City of Coppell/Mr. Travis Crump TESTMETHODS: ASTM C31, 039, C143, C173, C192, O231, OnCl~ PAGE__ 2424STUTZDRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/35~0019 3 rood engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORT NO.: 9 job NO.: 5 5 6,2 DATE CAST: 10/18/91 PR~ECT: Proposed Four Seasons Distribution Center Slab on Grade Approx. 125' N. of S.E. L~ATION: Corner Bldg. Pad WSI Architects ~CH~ECTIENGINEER: NATCON, INC. CONTRACTOR: REPORTED TO: NATCON, Inc. SPECIFICATION: 3000 PSI QUANTITY REPRESENTED: 107/295 yds. SAMPLED BY: BY ORDER OF: 11/15/91 DATE: 10/25/91 ORDER NUMBER: H. Johnson Contractor (6 x 12 INCH) NOMINAL CYLINDER ~ZE: AREA-28.2~ ~Q. IN. LABORATORY NUMBER 101805 101806 101807 101808 FIELD NUMBER: 91,000 94,500 131,000 133,500 MAXIMUM LOAD. LBS: 7 7 28 28 AGE WHEN TESTED, DAYS: 3220 3340 4630 4720 COMPRESSIVE STRENGTH, PSI: 3280 AVERAGE STRENGTH, PSi: TYPE BREAK: CONICAL (U.N.O.) REMARKS: Does comply with Specification 4680 METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM TEMPERATURE: AMBIENT 7 5 °F MIX 8 C~F, TIME OF SAMPLE: 10: 20 10/19/91 TRANSPORTED BY AIR CONTENT SOURCE OF CONCRETE: Pioneer MIX CODE: 13 04 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(B): Reed %, SLUMP 4 · 5 INCHES PICK-UP CHARGE: YE~S N~ TICKET NO.: 21-459670 UNIT WEIGHT PCF YIELD CFICY DISTRIBUTION: (1) NATCON, Inc./Mr. John Fisher (1) Bradford Companies/Mr. Subash Gaitonde (1) Brockett. Davis. Drake, Inc./Mr. Gary McHale (1) WSI Architects/Mr. Ray Garrison (1) Slider & Associates/Mr. Tim Slider SIGNED (1) City of Coppell/Mr. Travis Crump TEST METHODS: AS~ C31, C~, C 143, C173, C 192, C231, ORC PAGE 2 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/350-O019 3 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORT NO.: 9 JOB NO.: 5 5 6 · 2 PR~ECT: Proposed Four Seasons Distribution Center L~AT,ON: Slab on Grade Approx. 50'S. of N.E. Corner Bldg. Pad WSI Architects ARCHITEC~ENGINEER: NATCON, INC. CONTRACTOR: REPORTED TO: NATCON, Inc. DATE CAST: 10/18/91 SPECIFICATION: 3000 PS I OUANT,TY REPRESENTED: 214/295 yds· SAMPLEDBY: H. Johnson Contractor BY ORDER OF: 11/15/91 DATE: 10/25/91 ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA.28.26 SQ. IN. LABORATORY NUMBER FIELD NUMBER: 101809 101810 101811 101812 93,000 96,000 128,000 130,500 MAXIMUM LOAD, LBS: 7 7 28 28 AGE WHEN TESTED, DAYS: 3290 3400 4530 4620 COMPRESSIVE STRENGTH, PSI: 3350 AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U,N.O.) REMARKS: Does comply with Specification 4580 METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM TEMPERATURE: AMBIENT 7 9 'F MIX 8 TIME OF SAMPLE: 11: 4 0 AM/__P[ 10/19/91 TRANSPORTED BY AIR CONTENT %, SOURCE OF CONCRETE: MIX CODE: Pioneer 1304 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): Reed SLUMP 4 . 5 INCHES PiCK-UP CHARGE: YES I~ TICKET NO.: 21-459681 UNIT WEIGHT PCF YIELD CF/CY DISTRIBUTION: (1) NATCON, Inc./Mr. John Fisher /'-~~_--~ (1) Bradford Companies/Mr. Subash Gaitonde (1) Brockett. Davls. Drake, Inc./Mr. Gary McHale (1) WSI Architects/Mr. Ray Garrison (1) Slider & Associates/Mr. Tim Slider SIGNED (1) City of Coppell/Mr. Travis Crump 3 TEST METHODS: ASTM C31, C~ C143, C173, C192, C231, ORC1~ PAGE OF 3 2424 STUTZ DRIVE · SUITE4OO · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/35~OO19