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Park West CC(09)-LR 960417REPORT NO.: PROJECT: LOCATION: 19 reed engineering GEOTECHNICJ~L CONSULTANTS Parkwest Commerce Center - II Floor slab - grid line E.7-4.6 CONCRETE COMPRESSION TEST REPORT joe .o.: 2700 . 1 DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 03/20/96 4000 PSI 130/810 yds ARCHITECT/ENGINEER: SAMPLED BY: m. Thompson CONTRACTOR: REPORTED TO: McFadden & Miller Myers & Crow Company, Inc. DATE: BY ORDER OF: o4/17/96 03 / 27 / 9 6ORDER 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.) LABORATORY NUMBER PW032001 PW032002 PW032003 92,000 135,500 136,600 7 28 28 3250 4790 4830 4810 REMARKS: Does comply with Specification METHOD OF CURING: FIELD DAYS, LABORATORY FROM 1 TEMPERATURE: AMBIENT OF MIX 43 56 TIME OF SAMPLE: 0 7 : 4:0 AM/P~ SOURGE OF CONCRETE: TXI FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): TRANSPORTED BY 03/21/96 Reed AIR CONTENT %, SLUMP °F, PICK-UP CHARGE: 5.50 TICKET NO.: 556747 MIX CODE: 3 9 //4 UNIT WEIGHT INCHES NO PCF YIELD CFICY Crow D,STR,BUT,ON: (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~ETH~ear~ E~%v~ c,~. c,~. c,92. C~'.ORC'~ PAG~ 1 OF 4 2~24STUTZD~[V£ · SU[T£400 · DAttAS, T~XAS7S2SS · 214/35~5800 · (FAX) 214/35~O019 19 REPORT NO.: PROJECT: LOCATK)N: ARCHITECT/ENGINEER: CONTRACTOR: McFadden & Miller REPORTED TO: Myers & Crow Company, Inc. reed engineering GEOTECHNICAL CONSULTANTS Parkwest Commerce Center - II Floor slab - grid line E.4-7.8 CONCRETE COMPRESSION TEST REPORT Jo~ NO.: 2700. 1 DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 03/20/96 4000 PSI 210/810 yds SAMPLED BY: R. Thompson BYORDEROF: Client 04/17/96 OATE: 03/27/960RDERNUMBER: (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, PSh TYPE BREAK: CONICAL (U.N.O.) LABORATORY NUMBER PW032004 PW032005 PW032006 102,400 148,500 147,700 7 28 28 3620 5250 5220 5240 REMARKS: Does comply with Specification METHO0 OF CURING: FIELD DAYS, LABORATORY FROM 1 TEMPERATURE: AMBIENT OF MIX 44 56 TIME OF ~MPLE: 08 : 35 AM/P~ SOURCE OF CONCRETE: TX I °F, TRANSPORTED BY 03/21/96 Reed AIR CONTENT %6, SLUMP PICK-UP CHARGE: 5.00 M~X CODE: 39 TICKET NO.: 556832 UNIT WEIGHT INCHES NO PCF FINE AGGREGATE: COARSE AGGREGATE: YIELD CFICY WATER: 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,GN~ (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~mE~6oazx~ ~v~ c,~, c,~. c,.2, C231.ORC1064 PAGE__2__OF 4 2424 STUTZ DRIVE · SUITE400 · DALI~S, TEX~S75235 · 214/350-5600 · (FAX) 214/350-001u 19 REPORT NO.: PROJECT: LOCATION: ARCHITECT/ENGINEER: CO.TRACTOR: McFadden & Miller ,E~RTEDTO: Myers & Crow Company, Inc. reed engineering GEOTECHNICAL CONSULTAN¥~ Parkwest Commerce Center - II Floor slab - grid line B.2-15.3 CONCRETE COMPRESSION TEST REPORT 2700 . 1 DATE CAST: JOB NO.: SPECIFICATION: QUANTITY REPRESENTED: 03/20/96 4000 PSI 410/810 yds SAMPLED BY: R. Thompson DATE: BY ORDER OF: o4/17/96 03 / 27 / 9 6OROER 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.) LABORATORY NUMBER PW032007 PW032008 PW032009 78,500 121,100 126,000 7 28 28 2780 4280 4460 4370 REMARKS: Does comply with Specification METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 10:35 SOURCE OF CONCRETE: FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DISTRIBUTION: TXI 48 DAYS, lABORATORY FROM 1 MIX 59 AMIP~ °F, TRANSPORTED BY 03/21/96 Reed AIR CONTENT %, SLUMP PICK-UP CHARGE: 6.00 MIX CODE: 3 9 TICKET NO.: 5 5 7 0 5 8 UNIT WEIGHT PCF YIELD CF/CY INCHES NO (1) Myers & Crow Company, Inc./Mr. Richer Cro~~ (1) McFadden & Miller, Inc./Mr. Dave VanDemeer (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige SIG~ (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~m~H~ar~ ~v~_ c~.,~c,~73, c~92. C~,.ORC~ P^O~ 3 OF ~ 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/35~O019 19 REPORT NO,: PROJECT: LOCATION: ARCHITECT/ENGINEER: CO.TRXCTO.: McFadden & Miller REPOR~DTO: Myers & Crow Company, Inc. reed engineering GEOTECHNICAL CONSULTANTS Parkwest Commerce Center - II Floor slab - grid line B.6-9.2 CONCRETE COMPRESSION TEST REPORT 2700.1 DATE CAST: JOB NO.: SPECIFICATION: QUANTITY REPRESENTED: 03/20/96 4000 PSI 610/810 yds SAMPLED BY: R. Thompson BY ORDER OF: C1 lent 04/17/96 DATE: 0 3 / 2 7 / 9 6 ORDER 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, PSt TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER PW032010 PW032011 PW032012 89,000 146,100 145,000 7 28 28 3150 5170 5130 Does comply with Specification 5150 METHOD OF CURING: FIELD TEMPERATURE; AMBIENT TIME OF SAMPLE: 12 : 30 SOURCE OF CONCRETE: TX I 46 DAYS. LABORATORY FROM MIX 59 AM~M. 'F, TRANSPORTED BY 03/21/96 Reed AIR CONTENT %, SLUMP PICK-UP CHARGE: 4.50 MIX CODE: 3 9 TICKET NO.: 557259 UNIT WEIGHT INCHES NO PCF FINE AGGREGATE: COARSE AGGREGATE: YIELD CF/CY WATER: CEMENT; FLY ASH: ADMIXTURE(S): D,STR,SUTION: (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 SIGN~ (1) City of Coppell/Mr. Lee Stone (1) City of Coppell~m~TH~ear~3~ ~v~ C143..C173, C~192.~C~23~1,,ORC'064 PAOg 4 OF 4 (1) 0 ....................... , ..... , .... = 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-OO19 28 REPORT NO.: PROJECT: Panel - #15 LOCATION: ARCHITECT/ENGINEER: CONTRACTOr: McFadden & Miller REPORTED TO: Myers & Crow Company, Inc. reed engineering GEOTECHNICAL CONSULTANTS Parkwest Commerce Center - II CONCRETE COMPRESSION TEST REPORT 2700.1 DATE CAST: JOB NO.: SPECIFICATION: 04/10/96 3000 PSI 20/190 yds QUANTITY REPRESENTED: SAMPLEDBY: F. Steadman .¥ORDE"OF: Client DATE: 04/17/96ORDER 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: PW041001 84,000 7 2970 LABORATORY NUMBER PW041002 PW041003 28 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT TIME OF SAMPLE: 07:15 SOURCE OF CONCRETE: TX I FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(B): DAYS, LABORATORY FROM 1 OF MIX 53 66 AMtP~ °F, TRANSPORTED BY 04/11/96 AIR CONTENT %, 3.25 Reed SLUMP PICK-UP CHARGE: INCHES 4.25 NO M,X COOE: 3 9 0 TICKET NO.: 5 6 7 7 0 3 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 SIGNE (1) City of Coppell/Mr Lee Stone · RAo~ I OF ( 1 ) City of Coppellf~k~ETH6ear~ E~v~m c 143./~c, 173. ~92. 3c ~23~1:OR C 1064 (1) 2~2~T~U~T~DmVE · SU,TE400 ·DALLAS, TEXAS75235 · 214/35(~5~0% · (FAX)2~4/35(~0010