Park West CC(09)-LR 960328reed engineering
CONCRETE COMPRESSION TEST REPORT
2700.1
8 JOe NO.:
REPORT NO.:
Parkwest Commerce Center - II
PROJECT:
Piers - F-27, F-26, F-25, F-23
LOCATe)N: F- 22,
ARCHFFECT/ENGINEER:
~,TRACTOR: McFadden & Miller
REPORTED TO: Myers & Crow Company, Inc.
GEOTECHNICAL CONSULTANTS
and
02/29/96
DATE CAST:
3000 PSI
SPECIFICATION:
10/60 yds
QUANTITY REPRESENTED:
SAMPLEDaY: R. Thompson
DATE:
BY ORDER OF:
03/28/96
03 / 07 / 96 ORDER NUMBER:
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSh
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REM*RES: Does comply
PW022901
79,100
7
2800
with
LABORATORY NUMBER
PW022902
99,800
28
3530
3440
Specification
PW022903
94,600
28
3350
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE:
08:45
SOURCE OF CONCRETE: TXI
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
1
28
DAYS, LABORATORY FROM
SF MIX
46
TRANSPORTED BY
03/01/96 Reed
AIR CONTENT o/o, SLUMP
PICK-UP CHARGE:
INCHES
5.25
Y~ NO
MIX CODE: 5 TICKET NO.: 564082
UNIT WEIGHT PCF
YIELD CFICY
DISTRIBUTION: (1) 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
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/~ETH~r~ ~V~.~, C143. C173, C192. C~1,~C1~ PAGE 1 OF 1
(1) .... ~- ~ ~ .... ...... ~U~TJ~c _=~- ~- T~ ,,,- ~,,~__ }lic~:cn~ar
2~2$~f~ DRIVE · ; S, ~['~ ~%~5- · 214/35~56~ · (FAX) 214/35~19