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Park West CC(09)-LR 960418reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORT NO.: 2 0 JOB NO.: 2 7 0 0 . I DATE CAST: PROJECT: LOCATION: ARCHITECT/ENGINEER: CONTRACTOR: McFadden & Miller ,EPORTEDTO: Myers & Crow Company, Inc. Parkwest Commerce Center - II Slab - 40'N, ll0'E of SW building corner SPECIFICATION: QUANTITY REPRESENTED: SAMPLED BY: 03/21/96 4000 PSI 30/420 yds F. Palmer DATE: BY ORDER OF: 04/18/96 03 / 28 / 96ORDER NUMBER: 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: PW032101 85,000 7 3010 LABORATORY NUMBER PW032102 120,500 28 4260 Does comply with Specification PW032103 119,500 28 4230 4250 METHOO OF CURING: FIELD DAYS, LABORATORY FROM TEMPERATURE: AMBIENT OF MIX 38 58 TIME OF SAMPLE: 0 7 : 2 5 AM/P~ SOURCE OF CONCRETE: TX I OF, TRANSPORTED BY 03/22/96 Reed AIR CONTENT %, SLUMP INCHES 6.00 YF:~ NO PICK-UP CHARGE: MIX CODE: 3 9 TICKET NO.: 5 5 7 7 2 8 FINE AGGREGATE: UNIT WEIGHT PCF COARSE AGGREGATE: WATER: YIELD CF/CY CEMENT: FLY ASH: ADMIXTURE(S): DISTRIBUTION ~ : (1) Myers & Crow Com. pany, Inc./Mr. Richard (1) McFadden & Miller, Inc./Mr. Dave VanDemeer (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige S'GN7 (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~ETH~.r~ ~.V~3~, C$43, C173, C192, C231, ORC10~4 PAG~ 1 OF 3 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-0019 20 REPORT NO.: PROJECT: LOCATION: corner ARCHITECT/ENGINEER: CO,TRACTOR: McFadden & Miller RE~RTEDTO: Myers & Crow Company, Inc. reed engineering GEOTECHNICAL CONSU LTANT:~ Parkwest Commerce Center - II Slab - 350'N, 130'E of SW building CONCRETE COMPRESSION TEST REPORT 2700.1 JOB NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 03/21/96 4000 PSI 220/420 yds SAMPLEDBY: F. Palmer DATE: BY ORDER OF: 04/ .8/96 0 3 / 2 8 / 9 6OROER NUMBER: Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. LABORATORY NUMBER FIELD NUMBER: PW032104 PW032105 77,600 116,000 7 28 2740 4100 MAXIMUM LOAD, LBS: AGE WHEN TESTED. DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: PW032106 115,500 28 4080 WPEBR~K:CONICAL(U.N.O.) REMARKS: Does comply with Specification 4090 METHOO OF CURING: FIELD DAYS, LABORATORY FROM 1 TEMPERATURE: AMBIENT 5 7 °F MIX 6 9 TIME OF SAMPLE: 0 9: 5 0 AMIP~ SOURCE OF CONCRETE: TXI °F, TRANSPORTED BY 03/22/96 AIR CONTENT %, Reed SLUMP INCHES 4.50 YE-~ NO PICK-UP CHARGE: MIX CODE: 3 9 TICKET NO.: 5 5 7 9 6 8 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT YIELD PCF CF/CY & Crow Company, Inc./Mr. Richard Cr DISTRIBUTION: ( t ) Myers (1) McFadden & Miller, Inc./Mr. Dave VanDemeer (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~ETH~.r~. p~.V~_. Cl~.,.C,,?3. C,92. Cm~,O,C,~ PAG~ 2 OF . 2424 STU~ DRIVE a SUITE4~ a DALeS, TEXAS75235 a 214/35~56~ a (FAX) 214/35~1U reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORT NO.: PROJECT: LOCATION: corner ARCHITECT/ENGINEER: CONTRACTOr: McFadden & Miller ,EPORTEDTO: Myers & Crow Company, Inc. DATE CAST: 2700.1 20 ~NO.: Parkwest Commerce Center - II Slab - 480'N, 140'E of SW building SPECIFICATION: QUANTITY REPRESENTED: 03/21/96 4000 PSI 310/420 yds SAMPLEDBY: F. Palmer BY ORDER OF: C 1 i e nt 04/18/96 DATE: 03 / 28 / 9 6ORDER 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.) LABORATORY NUMBER PW032107 PW032108 PW032109 82,500 117,500 116,300 7 28 28 2920 4160 4110 4140 REMARKS: Does comply with Specification METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 1 0 : 5 0 SOURCE OF CONCRETE: TXI FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DISTRIBUTION: DAYS, LABORATORY FROM 1 ~F MIX 60 72 AM/P~ TRANSPORTED BY 03/22/96 Reed ~F, AIR CONTENT %, SLUMP PICK-UP CHARGE: MIX CODE: 3 9 TICKET NO,: 5 5 8 0 7 6 UNIT WEIGHT YIELD INCHES 5.25 NO PCF CFICY (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 SlGN~ (1) City of Coppell/Mr. Lee Stone RAG~ 3 ~ 3 (1) City of Coppell~ETH~r~ ~3~V~_, C143,.C173, C192. C231,0RC104)4 (1) OI~ + n~. r ~ .... ~ T.-~ '~ ~''~ ~'-~'.':C~-~-- 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019