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Park West CC(09)-LR 960409REPORT NO.: PROJECT: LOCATION: reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 15 JOB NO.: 2 '7 0 0 · i DATE CAST: Parkwest Commerce Center - II SPECIFICATION: Floor slab - 10'S, 98'W of NE building c o rne r QUANTITY REPRESENTED: ARCHITECT/ENGINEER: CONTRACTOR: McFadden & Miller RE~TEDTO: Myers & Crow Company, 03/12/96 4000 PSI 10/430 yds S~PLEDBY: R, Thompson II/C. DATE: BY ORDER OF: o4/o9/96 03 / 19 / 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, PSI: AVERAGE STRENGTH, PSi: TYPE BREAK: CONICAL (U.N.O.) REMARKS: Does comply PW031201 96,000 7 3400 with LABORATORY NUMBER PW031202 129,000 28 4560 PW031203 125,500 28 4440 Specification 4500 METHOD OF CURING: FIELD DAYS, LABORATORY FROM 1 TEMPERATURE: AMBIENT '~F MIX 48 68 TIME OF SAMPLE: 0 7 : 0 0 AMIP~ SOURCE OF CONCRETE: TXI CF, TRANSPORTED BY 03/13/96 AIR CONTENT %, Reed SLUMP 6.25 PICK-UP CHARGE: MIX COOE: 3 9 TICKET NO.: 5 5 1 8 2 8 INCHES NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY DISTRIBUTION: ( i ) 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 SIGN~ (1) City of Coppell/Mr. Lee Stone %g[) City of Coppell~ETH~.r~ ~&~.V~4~, C143, C173. C192. C~LORCl~ PAG; 1 Or (1) ~'~ * ~z 5 A~eointe~, Inc./Mr. ~"~ ~ ......... 2i2~%~ DRI~E-;- SUITE ~ a DAL~, TEXAS 75235- ;- 2~5~- a {FAX)214/35~19 REPORT NO.: PROJECT: LOCATION: 15 reed engineering GEOTECHNICAL CONSULTANTS Parkwest Commerce Center - II Piers - D-7, E-7, F-7 CONCRETE COMPRESSION TEST REPORT Joe NO.: 2 7 0 0. 1 DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 03/12/96 3000 PSI 10/54 yds ARCHITECT/ENGINEER: S~PLEDBY: R. Thompson CONTRACTO.: McFadden & Miller REPORTED TO: Myers & Crow Company, Inc. BYORDEROF: Client 04/09/96 DATE: 03 / 19 / 96ORDER ,UMBER: (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 PW031204 PW031205 PW031206 99,200 118 , 000 123 , 200 7 28 28 3510 4170 4360 Does comply with Specification 4270 METHOD OF CURING: FIELD DAYS, LABORATORY FROM TEMPERATURE: AMBIENT OF MIX 54 61 TIME OF SAMPLE: 0 9 : 2 -5 AM/P~ SOURCE OF CONCRETE: TXI 'F, TRANSPORTED BY 03/13/96 Reed AIR CONTENT %, SLUMP PICK-UP CHARGE: 5.00 MIX CODE: 5 TICKET NO.: 5 5 2 0 5 2 INCHES NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT YIELD PCF CF/CY & Crow Company, Inc./Mr. Richard Crc DISTRIBUTION: ( 1 ) 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) ~Ci,~ty of Coppell/~ETH~r~ ~v~ C1~,.C173, C192, C~I, ORCl~ PAGE 2 OF 3 (1) ___C_n * ~" r ~ .... 2i24STU~DRIVE · SUITE~ · DALeS, TEXAS75235 · 214/35~56~ · (FAX) 214/35~19 REPORT NO,: PROJECT: LOCATION: 15 JOBNO.: 2700.1 Parkwest Commerce Center - II Floor slab - grid line C.8 to 21.9 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 03/12/96 4000 PSI 240/430 yds ARCHITECT/ENGINEER: CONTRACTOR: McFadden &Miiler RE~R~DTO: Myers & Crow Company, Inc. DATE: SAMPLED BY: BY ORDER OF: 04/09/96 0 3/19/9 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: LABORATORY NUMBER PW031207 PW031208 PW031209 100,200 129,000 134,300 7 28 28 3540 4560 4750 Does comply with Specification 4660 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 10: 15 SOURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM TRANSPORTED BY 1 03/13/96 Reed °F MIX °F, AIR CONTENT %, SLUMP INCHES 61 70 6.00 AM/__P~ PICK-UP CHARGE: Y~2~ NO TXI MIX CODE: 39 TICKET NO.: 552178 UNIT WEIGHT PCF YIELD CFICY / Z DISTRIBUTION: (1) Myers & Crow Company, Inc./Mr. Richard Cro,f~ (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{~Y~H&~ar~!~ ~v~ c,~. c,73. c,~z. C231. ORC1~ PAG~OF DRIVE a SUITE~ · DAL~S, TE~75235 · 214/35~5~ · (FAX) 214/35~19 23 REPORT NO.: PROJECT: LOCATION: corner ARCHITECT/ENGINEER: CO,TRACTOR: McFadden & Miller R~PORT£DTO: Myers & Crow Company, Inc. reed engineering GEOTECHNICAL CONSULTAN~ Parkwest Commerce Center - II CONCRETE COMPRESSION TEST REPORT 2700.1 JOB NO.: DATE CAST: SPECIFICATION: Paving - 35'S, 75'W of SW building 04/02/96 4000 PSI 30/300 yds QUANTITY REPRESENTED: SAMPLED BY: B. Lucas BY ORDER OF: C1 ient DATE: 0 4 / 0 9 / 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: PW040201 91,500 7 3240 LABORATORY NUMBER PW040202 PW040203 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 0 7 : 3 5 BOURCE OF CONCRETE: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS. LABORATORY FROM TRANSPORTED BY 1 04/03/96 Reed OF MIX "F. AIR CONTENT %, SLUMP INCHES 50 70 5.25 AM/P~ PICK-UP CHARGE: YE~ NO M,X CODE: 9643 TICKET NO.: 563419 UNIT WEIGHT PCF YIELD CFICY OISTRIBUTI~: (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 (1) City of Coppell/Mr. Lee Stone PAGE 1 OF 2 (1) City of Coppell~ETH~.r~ ~.V~_. C1~,.~173, C192. C~,,ORC1064 (1) O'~rion + Dict~ £ Ac~cci~te~, ~n~.,-xr_ Pud ~T~ ......... 2 2 S UUDR VE · · D S, X S S23S · REPORT NO.: PROJECT: LOCATION: ARCHITECT/ENGINEER: CONTRACTOR: McFadden & Miller .E~mTEDTO: Myers & Crow Company, Inc. 2700.1 23 J~NO.: Parkwest Commerce Center - II Paving - 50'N, 60'W of SW building corner reed engineering GEOTECHNICAL CONSULTANts CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 04/02/96 4000 PSI 170/300 yds SAMPLEDBY: B. Lucas BYORDEROF: Client DATE: 04 / 09 / 96ORDER NUMSER: (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: PW040204 84,500 7 2990 LABORATORY NUMBER PW040205 PW040206 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE; 10: 35 SOURCE OF CONCRETE: TXI FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM 1 'F MIX 60 73 AM/P~ TRANSPORTED BY 04/03/96 Reed AIR CONTENT %, SLUMP PICK-UP CHARGE: 6.00 M,XC~E: 9643 TICKET NO.: 5 6 3 6 6 5 UNIT WEIGHT INCHES NO PCF YIELD CF/CY & Crow Company, Inc./Mr. Richard Cr DISTRIBUTION: (1) Myers /j/~ (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~e~r~ ~V~3~ C143, C173, C192, C231. ORC1064 PAG~ 2 OF 2. (1) C'~ricn + Dict~ i Aoccci~tc~, !nc.,/~r. ~u~ ~!ir~.:cn~cr ' 2424 STU~ DRIVE · SUITE4~ · DAL~S, TE~S75235 · 214/35~56~ · (FAX) 214/35~19