Loading...
Park West CC(09)-LR 960327REPORT NO.: PROJECT: LOCATION: reed engineering GEOTECHNICAL CONSULTANTS Parkwest Commerce Center - II Piers - B-23, B-22, B-21, B-20, B-19 CONCRETE COMPRESSION TEST REPORT 2700.1 JOB NO.: DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 02/28/96 3000 PSI 20/60 yds ARCHITECT/ENGINEER: CONTRACTOR: McFadden & Miller REPORTED TO: Myers & Crow Company, Inc. S~PLEDBY: R. Thompson BYORDEROF: Client 03/27/96 DATE: 0 3 / 0 6 / 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, PSI: TYPE BREAK: CONICAL {U.N.O.) REMARKS: LABORAT~Y NUMBER PW022801 PW022802 PW022803 93,400 137,000 143,700 7 28 28 3300 4850 5080 Does comply with Specification 4970 METHOD OF CURING: FIELD DAYS, LABORATORY FROM TEMPERATURE: AMBIENT ~'F MIX 40 59 ~ME OF SAMPLE: 10: 15 ^M/PM SOURCE OF CONCRETE: TX I TRANSPORTED BY 02/29/96 AIR CONTENT Reed SLUMP INCHES 4.75 PICK-UP CHARGE: YF_.~ NO MIX CODE: 5 TICKET NO.: 545594 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY DISTRIBUTION: (1) Myers & Crow Company, Inc./Mr. Richard Crc, f~ (1) McFadden & Miller, Inc./Mr, Dave VanDemeer (1) Comerica Bank/Mr. Alan Williams -- ;~'~'~" (1) AECC, Inc./Mr. Andy Brundige sI~ED ) C ity of Coppell/Mr. Lee Stone City of Coppell~ETH__~/~_r~V~.c,~.C,73. C~2. C~,.ORC,~ p~; 1 OF 1 2424 STUTZ DRIVE · SU[T~I~)-;-B~[I~S, ~'~{~ ~%~5 · 214/35~5600 · (FAX)214/35~0019