Park West CC(09)-LR 960221REPORT NO.:
PROJECT:
LOCATION:
reed engineering
CONCRETE COMPRESSION TEST REPORT
GEOTECHNICAL CONSULTANTS
3 JOSNO.: 2700.1 DATECAST: 02/14/96
Parkwest Commerce Center - II 3000 PSI
SPECIFICATION:
Inlet - STA 4+53, line D 5/5 yds
QUANTITY REPRESENTED:
ARCHITECT/ENGINEER:
SAMPLED BY: T. Pickens
CONTRACTOR: McFadden & Miller
RE~R~DTO: Myers & Crow Company, Inc.
BY ORDER OF: C1 lent
DA~: 02/21/96ORDER NUMSER:
(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:
LABORATORY NUMBER
PW021401 PW021402
102,700 99,700
7 7
3630 3530
3580
PW021403
PW021404
28 28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 0 3 : 0 6
SOURCE OF CONCRETE:
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DAYS, LABORATORY FROM TRANSPORTED BY
1 02/15/96 Reed
*F MIX *F, AIR CONTENT %, SLUMP
78 81
AM~M, PICK-UP CHARGE:
INCHES ·
2.75
NO
Pioneer M,X CODE: 9339 TICKET NO.: 421793
UNIT WEIGHT PCF
YIELD CF/CY
iNED
DISTRIBUTION:
(1)
(1)
(1)
(1)
(1)
(1) Myers & Crow Company, Inc./Mr. Richard
McFadden & Miller, Inc./Mr. Dave VanDemeer
Comerica Bank/Mr. Alan Williams
AECC, Inc./Mr. Andy Brundige
City of Coppell/Mr. Lee Stone
City of Coppell/~H~.r~ p~.v~ c,~.c,73, c,~2. C231,ORC1064 PAGF I OF
2424 STUTZ DRIVE · SUITE4OO · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 214/35(~O019