Park West CC(09)-LR 960415reed engineering
GEOTECHNICAL CONSULTAN I'~
CONCRETE COMPRESSION TEST REPORT
2700.1
26 JOB NO.:
REPORT NO.:
PROJECT:
Panel - #30
LOCATION:
ARCHITECT/ENGINEER:
CONTRACTOR: McFadden & Miller
REPORTED TO: Myers & Crow Company, Inc.
04/08/96
DATE CAST:
Parkwest Commerce Center - II
SPECIFICATION:
3000 PSI
60/190 yds
QUANTI~ REPRESENTED:
SAMPLED BY: H. Johnson
BYORDEROF: Client
DATE: 0 4 / 1 5 / 9 6ORDER NUMSER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD. LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSt
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
PW040801
77,700
7
2750
LABORATORY NUMBER
PW040802
PW040803
28 28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE:
08:40
SOURCE OF CONCRETE: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DAYS, LABORATORY FROM TRANSPORTED BY
1 04/09/96 Reed
eF MIX *F, AIR CONTENT %, SLUMP INCHES
58 66 5.50
MIX CODE: 3 9 0 TICKET NO.: 2 6 617 9
UNIT WEIGHT PCF
YIELD CF/CY
DISTRIBUTION: (1) Myers & Crow Company, Inc./Mr. Richard Cro~~
(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
(1) City of Coppell/~ETH~ar~?~
2424 STU~ DRIVE · SUITE~ · DALeS, TEXAS75235 · 214/35~56~ · (FAX) 214/35~1~