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Park West CC(1)-LR 950805
ARCHITECT/ENGINEER: McFadden & Miller Marc Myers reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSIONTESTREPORT 15 2166.2 Park West Commerce Center Slab - 150'N, 30'E of SW building corner DATE CAST: SPECIFICATION: QUANTrrY REPRESENTED: 07/08/95 3000 PSI 120/360 yds Sem~DBY: J- Smith 08/05/95 BY o.~ OF: 07/15/95 ORDER NUMBER: Client (11 ii 12 INCH) NOMINAL CYLINDER ~lZE: AREA-28.2~ ,~:). IN. mELD NUMBER: PW070801 90,000 MAX]MUM LOAD, LBS: 7 AGE WHEN TESTED. DAYS: 318b AVERAGE STRENGTH, PSi: LABORAT~Y NUMBER PQ070802 95,000 7 3360 3270 TYPE ~EAK: CON~ (U.N.O.) ~M)aKS: Does comply with Specification PW070803 116,000 28 4100 PW070804 118,000 28 4170 4140 METHOD OF CURING: FIELD 1 · r~.tu~: aMemN~ 80 'F ~cE OF CO. CP~'TE: TXI o*YS. L)~K)f~.TORY moa 0 7 / 0 9 / 9 5 T~NSK:)mEO M,X 84 .F. )~. CONTENT .,x COOE: 39 Reed ~UMP 5.00 PICK-UP CHARGE: X~'~ TICKET NO.: 413961 INCHES FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY A~H: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY m~mmu~o,: (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 mGNED TEST METHODS: AS~ C31, C~, C1~. C1~, C 1~, O~t. ORCI~ P~E OF 24245TUTZDRNE · SUITE400 · DALLAS, TEXAS75235 · 21~35~5600 · (FAX) 21~350~X)19 2 ARCHITECT/ENGINEER: McFadden & Miller Marc Myers 15 Park West Commerce Center Slab - 300'N, 40'E of SW building corner reed engineering CONCRETE COMPRESSION, TEST REPORT 2166.2 JOe NO.: GEOTE:CHNICAL CONSULTANi~ QUANTITY REPRESENTED: SAMPLED BY: 08/05/95 sYO,O£ROF: 07/15/95 ORDER ~MBER: 07/08/95 3000 PSI 210/360 yds J. Smith Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-L~.2~ ~Q. IN. PW070805 FIELD NUMBER: 87,500 MAX}MUM LOAD, LBS: 7 AGE WHEN TESTED, DAYS: 3090 AVERAGE STRENGTH, PSI: ~BORAT~Y N~BER PW070806 91,000 7 3220 3160 ~co.~m...o.; Does comply with Specification PW070807 102,900 28 3640 PW070808 105,000 28 3710 3680 METHOO OF CURING: FIELD 1 TEMPERATURE: AMBIENT 81 'F TIMEOFSAMPLE: 10: 10 .~a~tg. sou~c£ OF COaORETE: TXI DAYS. LABORATORY FROM 0 7 / 0 9 / 9 5 TRANSPORTED BY MIX 8 5 *F, AIR CONTENT q~,, u~ OOOE: 39 Reed SLUMP 4.5 PICK-UP CHARGE: Y~ ~c~.o.: 414026 INCHES NO FINE AGGREGATE: ~ N3ORE~ATE: WATER: CEMENT: FLY ASH: Al)MIXTURE(S): UNIT WER3HT ~ YIELD GFJCY (1) Marc Myers Company/Mr. Richard Crow (1) McFadden & Miller Construction/Mr. Dave VanDeme, (1) Comerica Bank/Mr. Alan Williams (1) AECC, Inc./Mr. Andy Brundige maNED 2 T~ST U~.~os: *ST~ C ~, C ~. C ,4~. C ,7~. C ,~2, C ~,. O, C ,0~ P~ OF 2424 STUTZ DRIVE · SUITE400 ·DALLAS. TE~75235 · 2141350-5600 · (FAX) 214/350'(X)19