Park West CC(09)-LR 960215REPORT NO.:
PROJECT:
LOCA~ON:
2 2700.1
JOB NO,:
Parkwest Commerce Center - II
Junction box - storm sewer line A
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
02/08/96
4000 PSI
10 yds
ARCHITEC~ENGINEER:
C~TRACTOR: McFadden & Miller
Myers & Crow Company, Inc.
REPORTED TO:
DATE:
SAMPLED BY:
BY ORDER OF:
02 / 15 / 960,DER NUMBER:
H. Johnson
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER: PW020801
MAXIMUM LOAD, LBS:
122,200
AGE WHEN TESTED, DAYS:
COMPRESSIVE STRENGTH, PSI:
7
4320
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U,N.O.)
REMARKS:
LABORATORY NUMBER
PW020802
28
PW020803
28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT 6 8 °F
TIME OF SAMPLE: 0 1: 3 0 ALUM,
SOURCE OF CONCRETE: P i one e r
DAYS, LABORATORY FROM
1
M,X 74
02/09/96
TRANSPORTED BY
Reed
°F,
AIR CONTENT 4. 8 0 ~'
SLUMP 3 · 5 0 INCHES
Y~ NO
PICK-UP CHARGE:
M,X COOE: 9 3 6 3
TICKET NO.: 4212 5 6
PINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
DISTRIBUTION: (1) Myers & Crow Company, Inc./Mr. Richard Cr
(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~Mr Larr Day'
* Di - T~TM~THODs: A~M ~ ~ C,~,/~173, ~92,.C~%ORC1~
(1) O'Brien ecz ~ '~ssocza't~'. I~c.7~r. ~u~
2424STUTZDRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214/35~O019