Loading...
Park West CC(09)-LR 960829 50 2700.1 REPORT NO.: JOB NO.: Parkwest Commerce Center - II PROJECT: Paving - 30'8, 65'E of SW building ~C*~ON: corner reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT DATE CAST: SPECIFICATION: QUAN~TYREPRESENTED: 08/01/96 3000 PSI 110/160 yds ARCHITECT/ENGINEER: SAMPLEDBY: M. Lawson CO,T~TOR: McFadden & Miller REPORTEDTO: Myers & Crow Company, Inc. DATE: BYORDEROF: Client 08/29,/96 08 / 08 / 96ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. tN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH. PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: PW080101 77,200 7 2730 LABORATORY NUMBER PW080102 101,900 28 3600 Does comply with Specification 3660 PW080103 104,800 28 3710 METHOD OF CURING: FIELD DAYS. LABORATORY FROM TEMPERATURE: AMBIENT 'F MIX 88 93 °F, 08/02/96 TRANSPORTED BY AIR CONTENT 4 . 9 0 ~' Reed SLUMP 6.50 INCHES TIME OF' SAMPLE: 1 0 : 3 0 SOURCE OF CONCRETE: TX I MIX CODE: 9643 PICK.UP CHARGE: Yr~ NO TICKET "0.: 6 3 5 8 2 5 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY . Richard D,STR,BUT,ON: (1) Myers & Crow Company, Inc./Mr ~zu~w/ / (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 Coppe.ll/~M~.r~_p~.v~ C143.C173, C192, C231,ORC1064 PAGF 1 OF 1 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/35~0019