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Park West CC(09)-LR 960408REPORT NO.: PROJECT: LOCATION: 14 reed engineering GEOTECHNICAL CONSULTANTS Parkwest Commerce Center - II Slab - grid E.5-29.5 CONCRETE COMPRESSION TEST REPORT 2700.1 JOB NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 03/11/96 4000 PSI 10/420 yds ARCHITECT/ENGINEER: S~PLEDBY: R. Thompson CONTRACTOR: REPORTED TO: McFadden & Miller Myers & Crow Company, Inc. DATE: BY ORDER OF: 04/08/96 03 / 18 / 9 60.DER .UMBER: 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: LABORATORY NUMBER PW031101 PW031102 PW031103 91,700 127,600 124,400 7 28 28 3240 4510 4400 Does comply with Specification 4460 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 0 7 .' :3 0 SOURCE OF CONCRETE: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S]: DAYS. LABORATORY FROM TRANSPORTED BY 1 03/12/96 Reed °F MIX ~F, AIR CONTENT %, SLUMP INCHES 42 53 4.75 AM/P~_ PICK-UP CHARGE: Y~ NO MIX CODE: 3 9 TICKET NO.: 5 5 0 6 6 9 UNIT WEIGHT PCF YIELD CF/CY DISTRIBUTION: (1) Myers & Crow Company, Inc./Mr. Richard Crow (1) McFadden & Miller, Inc./Mr. Dave VanDemeer (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige SIGNED ) C ity of Coppell/Mr. Lee Stone City of Coppell~TH~r~ ~lv~. c,~, c,73, c,~2, C23~,ORC,0~ PA~-E__-~_OF 4 2424 STUTZ DRIVE · SUITE400 · DALLAS,'~:~:iz~-~5-2~5 · 214/350-5600 · (FAX) 214/350-0019 reed engineering CONCRETE COMPRESSION TEST REPORT GEOTECHNICAL CONSULTANYE, 03/11/96 2 7 0 0.1 DATE CAST: 14 JOB NO.: REPORT NO.: Parkwest Commerce Center - II SPECIFICATION: 3000 PSI PROJECT: Piers -D-11 D-12, D-14, D-15, E-15 & 10/50 yds ' QUANTITY REPRESENTED: LOCATION: $ - 14 ARCHITECT/ENGINEER: CONTRACTOR: McFadden & Miller RE~RTEOTO: Myers & Crow Company, SAMPLED BY: R. Thompson Inc. DATE: BY ORDER OF: 04/08/96 03 / 18 / 96ORDER .UMBER: Client (6 X 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD. LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSh AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: Does comply PW031104 95,000 7 3360 with ~BORATORY NUMBER PW031105 132,000 28 4670 PW031106 137,400 28 4860 Specification 4770 METHOD OF CURING: FIELD 1 TEMPERATURE: AMBIENT 46 DAYS. LABORATORY FROM MIX 57 TIME OF SAMPLE: 0 9 : 1 0 AM~P~ SOURCE OF CONCRETE: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): TRANSPORTED BY 03/12/96 Reed AIR CONTENT o,%, SLUMP °F, PICK-UP CHARGE: INCHES 5.75 y~2t~ NO TICKET NO.: MIX CODE: 5 UNIT WEIGHT PCF YIELD CF/CY D,STR,BUT,ON: (1) Myers & Crow Company, Inc./Mr. Richard Cro' (1) McFadden & Miller, Inc./Mr. Dave VanDemeer (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige SIGNED (1) City of Coppell/Mr. Lee Stone City of Coppell~H~ear~ ~V~ C 143, C 173, C 192, C 23', OR C 1064 PAGF 2424 ~U~ DR[V5 m SUIT5 4~ m DAteS, TSXAS 75235 (FAX) 214/350-0019 REPORT NO.: PROJECT: LOCATION: 14 reed engineering GEOTECHNICAL CONSULTANTS Parkwest Commerce Center - II Slab - 9rid E.3 - 23.8 CONCRETE COMPRESSION TEST REPORT 2700.1 JO8 NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 03/11/96 4000 PSI 160/420 yds ARCHITECT/ENGINEER: SAMPLED aY: R. Thompson CONTRACTOR: REPORTED TO: McFadden & Miller Myers & Crow Company, Inc. DATE: BY ORDER OF: 04/08/96 03 / 18 / 96ORDER NUMSER: 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: PW031107 90,000 7 3180 ~BORATORY NUMBER PW031108 125,000 28 4420 Does comply with Specification 4480 PW031109 128,500 28 4540 METHOD OF CURING: FIELO DAYS, LABORATORY FROM 1 TEMPERATURE: AMBIENT *F MIX °F. 53 60 TIME OF SAMPLE: 1 0 : 0 0 AMIP~ SOURCE OF CONCRETE: TX T FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): TRANSPORTED BY o3/12/96 AIR CONTENT %, Reed SLUMP 6.00 PICK-UP CHARGE: MIX CODE: 3 9 TICKET NO.: 5 5 0 9 3 0 UNIT WEIGHT PCF INCHES NO YIELD CF/CY DS RBU ,ON: (1) Myers & Crow Company, Inc./Mr. Richard Crow~/Y/ / (1) McFadden & Miller, Inc./Mr. Dave VanDemeer ~7~~ (1) Comerica Bank/Mr. Alan Williams S.SNE///~'' ~--~ (1) AECC, Inc./Mr. Andy Brundige (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~/~ETH~r~ ~V~. C,~. C~73. C,92. C23,.ORC,~ RAsE 3 o~ 4 (1) C'~rion * n~- ..... i Ac~^~~, Inr.,/~ir. ~u~ Nir~*:cn~r 2424STUTZDRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/35~0019 REPORT NO.: PROJECT: LOCATION: 14 reed engineering GEOTECHNICAL CONSULTANTS Parkwest Commerce Center - II Slab - grid E.7 - 19.3 CONCRETE COMPRESSION TEST REPORT 2700.1 JOB NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 03/11/96 4000 PSI 310/420 yds ARCHITECT/ENGINEER: CONTRACTO.: McFadden & Miller RE~RTEDTO: Myers & Crow Company, Inc. DATE: SAMPLED BY: BY ORDER OF: o4/o8/96 03 / 18 / 96ORDER NUMBER: R. Thompson 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: LABORATORY NUMBER PW031110 PW031111 PW031112 88,500 122,600 128,400 7 28 28 3130 4340 4540 Does comply with Specification 4440 SOURCE OF CONCRETE: METHOD OF CURING: FIELD DAYS, LABORATORY FROM TRANSPORTED BY 1 03/12/96 Reed TEMPERATURE: AMSIENT "F MIX 'F, AIR CONTENT %, SLUMP 59 64 TIME OF SAMPLE: 12: 0 0 A~M, PICK-UP CHARGE: TX I MIX CODE: 3 9 TICKET NO.: 5 5 114 8 UNIT WEIGHT YIELD FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): INCHES 5.25 Y~ NO PCF CFICY DISTRIBUTION: (1) Myers & Crow Company, Inc./Mr. Richard Cro~ (1) McFadden & Miller, Inc./Mr. Dave VanDemeer (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige SIGNED (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~ETH~ear~ ~lV_~. c~43, c173, c192, C231, ORC106.4 PAGE~L__OF 4