Loading...
Park West CC(1)-LR 950809 18 2166.2 REPORT ~.: JOB NO.: Park West Commerce Center PR~E~: Floor slab - 635'S, 60'W of NE L~^~N: building corner reed engineering GEOTECHNICAL CONSULTAN'r~ CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: ARCHITECT/ENGINEER: McFadden & Miller CONTRACTOR: Marc Myers REPORTED TO: DATE: 07/12/95 3000 PSI 60/420 yds SAMPLED BY: 08/09/95 BYORDEROF: 07/19/95 ORDER N~R: B.'Lucas Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. mE~ NU. SE.: PW071201 96,600 MAXIMUM LOAD, LBS: 7 AGE WHEN TESTED, DAYS: 3420 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: ~RATORY NUMBER PW071202 120,000 28 4240 PW071203 120,000 28 4240 ~PE BREAK: CON~ (U,N.O.) ,EMARKS: Does comply with Specification 4240 METHOD OF CURING: FIELD I DAYS. ~eORATORY FRO, 07 / 13 / 95 TEMPERATURE: AMBIENT 7 9 *F M~ 91 'F. AIR CONTENT TIME OF SAMPLE: 06: 39 ~OURCE OF CONCRETE: TX I MIX CODE: 39 RNE A(~RE~ATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): TRANSPORTED BY Reed %%, SLUMP 7.00 PICK-UP CHARGE: Y~ TICKET NO,: 416146 UNIT WEIGHT YIEI..D INCHES NO I~F CF/CY DIS~IB~I~: (1) Marc Myers Company/Mr. Richard Crow (1) McFadden & Miller Construction/Mr. Dave VanDemee (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige SIGED TEST METHODS: ASTM C31. C3~, C!43, C 173, C192, C231, ORC1064 PAGE 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019 REPORT NO.: PROJECT: LOCAnON: building corner ARCHrTECT/ENGINEER: McFadden & Miller Marc Myers REPORTED TO: 18 Park West Commerce Center Floor slab - 180'N, 60'W of SE reed engineering CONCRETE COMPRESSION TEST REPORT 2166.2 JOB NO.: GEOTEcHNICAL CONSULTANTS DATE CA~T: SPECIFICATION: QUANTITY REPRESENTED: SAMPLED BY: 08/09/95 BY ORDE, ~: 07/19/95 DATE: ORDER NUMBER: 07/12/95 3000 PSI 300/420 yds B. Lucas Client ~! x 12 INCH) NOMINAL CYMNDER SIZE: AREA-28.26 ,SQ. IN. LABORATORY NUMBER RELD NUMBER: PW071204 PW071205 LPW071206 92,000 122,000 122,000 MAXIMUM LOAD, LBS: 7 28 28 AGE WHEN TESTED, DAYS: 3250 4310 4310 COMPRESSIVE STRENGTH. PSI: 4310 AVERAGE STRENGTH. PSI: TYPE BREAK: CONICAL (U.N.O.) Does comply with Specification REMARKS: METHOD OF CURI"O: FIELD 1 DAYS. LABORATORY FROM 07 / 13 / 95 TRANSPORTED BY Re ed TEMPERATURE: AMBIENT 8 9 M~X 9 z~ 'F, AIR CONTENT %, SLUMP 5 · 0 0 INCHES ~IME OF ~AMPLE: 0 9: 3 0 SOURCE ~ CONCRETE: TX I MIX COOE: 39 PICK-UP CHARGE: Yi~ TICKET "O.: 416368 NO FINE AQQRE(~ATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY Dave VanD~ ~ml.~.o~: (1) Marc Myers Company/Mr. Richard Crow (1) McFadden & Miller Construction/Mr. (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige S~.ED 2 TESTM~H~S: ASTM C31, C~, C1~, C 1~, C 192, C~I.~C 1~ PAGE 2424 STUTZ DRIVE · SUITE4OO · DALLAS, TEXAS75235 · 21~35~5600 · (FAX) 21~350-O019 3 REPORT NO.: PROJECT: LOCATIOH: ARCHITECT/ENGINEER: McFadden & Miller CONTRACTOR: Marc Myers 18 Park West Commerce Center Piers - G-18.5, G-18, G-17.5, G-14.5 reed engineering CONCRETE COMPRESSION TEST REPORT 2166.2 JOB NO.: GEOTECHNICAL CONSULTANTS DATE CAST: QUANTITY REPRESENTED: 07/12/95 3000 PSI 10/50 yds SAM~EDSY: B. Woolwine DATE: 08/09/95 B¥ORDE, OF: 07/19/95 ORDER NUMBER: Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: PW 071207 83,000 MAXIMUM LOAD, LBS: 7 AGE WI-IEN TESTED, DAYS: 2940 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: LA~RATORY NUMAR PW071208 106,000 28 3750 PW071209 108,500 28 3840 ~PE ~EAK: CONIC~ (U.N.O.) RE~RKS: Does comply with Specification 3800 METHOD OF CURING: TEMPERATURE: TIME OF SAMPLE: SOURCE OF CONCRETE: TX T FIELD 1 DAYS, LABORATORY FROM 07 / 13 / 95 AMBIENT 8 2 'F M~X 8 3 *F, AIR CONTENT 08: 30 A~. MIX CODE: 5 RNE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): TRANSPORTED BY Reed %%. SLUMP 5 · 0 0 INCHES PICK-UP CHARGE: Y[~ NO TICKET NO.: UNIT WEIGHT PCF YIELD CF/CY VanD~- D,Sm,BU~ON: (1) Marc Myers Company/Mr. Richard Crow (1) McFadden & Miller Construction/Mr. Dave (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige 3 TESTM~HODS: AS~ C31. C~. C143, C1~, C 192, C~I, ORC 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 21~35~5600 · (FAX) 21~350-0019