Park West CC(09)-LR 960223REPORT NO.:
PROJECT:
LOCATION:
reed engineering
GEOTECHNICAL CONSULTANTS
Parkwest Commerce Center - II
Inlet box - Line A STA 1+52
CONCRETE COMPRESSION TEST REPORT
2700.1
JOB NO.: DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
02/16/96
3000 PSI
8/8 yds
ARCH~ECT~NGINEER:
~AMPLED 8¥: S. Lucas
CONTRACTOR:
REPORTED TO:
McFadden & Miller
Myers & Crow Company, Inc.
DATE:
BY ORDER OF:
02 / 23 / 96ORDER NUMSER:
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, P~:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
PW021601
108,200
7
3830
LABORATORY NUMBER
PW021602
28
PW021603
28
METHOD OF CURING: FIELD
DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT
eF MIX
50 70
TIME OF SAMPLE: 02 :' 45 ALUM.
SOURCE OF CONCRETE: P i one e r
02/17/96
TRANSPORTED BY
CF, AIR CONTENT
Reed
SLUMP
INCHES
2.50
NO
PICK-UP CHARGE:
M,X CODE: 9 3 3 9
TICKET NO.: 427729
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CFICY
DIST.IBU ON:
Myers & Crow Company, Inc./Mr. Richard
(1) McFadden & Miller, Inc./Mr. Dave VanDemeer
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc.-/Mr. Andy Brundige SIGNED
.j(1) City of Coppell/Mr. Lee Stone
(1) City ofCoppell.. ~m~:r~ ~.v'~ c,~. c1~. c,,~. C~,,ORC,~ PAG~ 1 OF 1
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