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Park West CC(09)-LR 960411reed engineering REPORT"O.: 17 Jos.o.: 2700.1 Parkwest Commerce Center - II PROJECT: Piers -A-2.5, A-3, A-3.5, A-4, A-4.5, LOCATION: A- 5 ARCHITECT/ENGINEER: CO.TRACTOR: McFadden & Miller RE~RTEDTO: Myers & Crow Company, GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: SAMPLED BY: BY ORDER OF: o /11/96 Inc. DATE: 03/21 / 96ORDER NUMBER: 03/14/96 3000 PSI 10/53 yds 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: Does comply PW031401 79,500 7 2810 with LABORATORY NUMBER PW031402 109,500 28 3870 PW031403 107,000 28 3780 Specification 3830 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: SOURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): 08:40 TXI DAYS, LABORATORY FROM 1 MIX 67 71 TRANSPORTED BY o3/15/9 "F, AIR CONTENT %, Reed SLUMP PICK-UP CHARGE: 5.75 MIX CODE: 5 TICKET NO.: 5 5 3 8 9 5 UNIT WEIGHT PCF YIELD CF/CY INCHES NO DISTRIBUTION: (1) Myers & Crow Com. pany, Inc./Mr. Richard Cro' (1) McFadden & Miller, Inc./Mr. Dave VanDemeer (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige S,GN.'~ (1) City of Coppell/Mr. Lee Stone PAGE_./._.OF (1) City of Coppellf~H~ar~ ~v~ c,~.,,c,,~. ~92,~C~.~,,ORC,0~ (1) ~, n ,,: .................... I'~c ,-,:,_-. DRIVE · SUITE400 · DALLAS, TEXA$752~5 · zl,q./~ou-oow · (FAX) 214/350-0019 REPORT NO.: PROJECT: LOCATION: 17 reed engineering GEOTECHNICAL CONSULTANTS Parkwest Commerce Center - II Slab - grid line F.3-5.2 CONCRETE COMPRESSION TEST REPORT JOB ,O.: 2 7 0 0.1 DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 03/14/96 4000 PSI 100/330 yds ARCHITECT/ENGINEER: SAMPLED BY: m. Thompson CONTRACT~: McFadden & Miller RE~RTEDTO: Myers & Crow Company, Inc. BYORDEROF: Client 04/11/96 DATE: 0 3/21 / 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.) REMARKS: LABORATORY NUMBER PW031404 PW031405 PW031406 86,000 119,000 115,600 7 28 28 3040 4210 4090 Does comply with Specification 4150 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 08:25 SOURCE OF CONCRETE: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM TRANSPORTED BY 1 03/15/96 Reed °F MIX °F, AIR CONTENT %, SLUMP 67 72 AMIP~ PICK-UP CHARGE: M,X CODE: 3 9 TICKET NO.: 5 5 3 8 9 7 UNIT WEIGHT YIELD INCHES 5.50 y~ NO PCF CFICY DISTRIBUTION: (1) Myers & Crow Company, Inc./Mr. ~ichard C~o~~ (1) McFadden & Miller, Inc./Mr. Dave VanDemeer (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige SIGNE' (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~k~ETH~ar~3~ ~V~t~ C143, C173, C192, C231, ORC1064 PAGE__2.__OF.--3-- (1) 0'n---' -~ ~'-~-_ ..scccia~as, ~ ., 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 '~ · (FAX) 214/350-O019 REPORT NO.: PROJECT: LOCATION: 17 reed engineering Parkwest Commerce Center - II Floor slab - grid line F.6-15.2 GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2700.1 JOB NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 03/14/96 4000 PSI 330/330 yds ARCHITECT/ENGINEER: CONTRACTOR: McFadden & Miller REPORTEDTO: Myers & Crow Company, Inc. DATE: SAMPLED BY: BY ORDER OF: o4/11/96 03 / 21 / 9 6ORDER 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: PW031407 92,000 7 3250 Does comply with Specification ~BORATORY NUMBER PW031408 127,000 28 4490 PW031409 131,200 28 4640 4570 METHOD OF CURING: FIELD DAYS, LABORATORY FROM TEMPERATURE: AMBIENT °F MIX 79 83 TIME OF SAMPLE: l 0 : 5 0 AM/P~ SOURCE OF CONCRETE: TX I °F, TRANSPORTED BY 03/15/96 Reed AIR CONTENT e/b, SLUMP 3.50 PICK-UP CHARGE: MIX CODE: 39 TICKET NO.: 554167 INCHES NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY DISTRIBUTION: (1) Myers & Crow Company, Inc./Mr. Richard (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/~.~ar~ ~v~. c,~, c173, c192. C231, ORC1064 (1) C'~-~'-- ~ ~" .... ~ .... ~ ..... 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/35(~0019 PAO~ 3 OF 3 25 REPORT NO.: Parkwest Commerce PROJECT: Panel - ~129 LOCATION: reed engineering ARCHITECT/ENGINEER: CONm*CTOR: McFadden & Miller R£~RTEDTO: Myers & Crow Company, GEOTECHNICAL CONSULTANT~ CONCRETE COMPRESSION TEST REPORT JOB NO.: 2 7 0 0 · i DATE CAST: Center- II SPECIFICATION: QUANTITY REPRESENTED: SAMPLED BY: BY ORDER OF: Inc. DATE: 04 / 11 / 96OROEn NUMBER: 04/04/96 3000 PSI 20/200 yds E. Yerian 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: ~fPE BREAK: CONICAL (U.N.O.) REMARKS: PW040401 103,500 7 3660 LABORATORY NUMBER ?W040402 28 PW040403 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 07: 30 SOURCE OF CONCRETE: TXI FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): TRANSPORTED BY 04/05/96 Reed AIR CONTENT %, SLUMP DAYS, LABORATORY FROM 1 OF MIX 48 69 AMIP~ PiCK-UP CHARGE: INCHES 5.25 NO MIX CODE: 39 TICKET NO.: 565429 UNIT WEIGHT PCF YIELD CFICY 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 SIGNED (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~;TN~e~r~ ~v~L~. c,~. c,~. c,92. C~,.ORC,~ . PAGE 1 OF (1) O'S-ri ~ ~4~. ~ ~ .... 4~ T,-,,-, ,/.~fr ~"~ ~"' ' 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/35(~001~