Park West CC(09)-LR 960214REPORT NO.:
PROJECT:
LOCATION:
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
1 2700.1 02/07/96
JOB NO.: DATE CAST:
Parkwest Commerce Center - Phase II
Junction box walls - line D, STA 0+00
SPECIFICATION:
QUAN~TYREPRESENTED:
4000 PSI
9/9 yds
ARCHITECT/ENGINEER:
CONTRACTOR: McFadden & Miller
Myers & Crow Company
REPORTED TO:
DATE:
SAMPLEDBY: M. Lawson
BY ORDER OF:
02 / 14 / 960RDER NUMBER:
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRE~IVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
PW020701
109,000
7
3860
LABORATORY NUMBER
PW020702
28
PW020703
28
METHOD OF CURING: FIELD
DAYS, LABORATORY FROM
1 02/08/96
TRANSPORTED BY
Reed
TEMPERATURE: AMBIENT 73 °F
M,X 8 0 'F,
AIR CONTENT
SLUMP
3.00
TIME OF SAMPLE: 0 3 : 3 0 A~['PM.
PICK-UP CHARGE:
SOURCE OF CONCRETE: P i one e r
M~X COOE: 9 3 6 3
TICKET NO.: 42 676 6
INCHES
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
. Richard C
DISTRIBUTION: (1) Myers & Crow Company, Ltd./Mr ~,~/
(1) McFadden & Miller/Mr. Dave VanDemeer
(1) Comerica Bank/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige
(1) City of Coppell/Mr. Lee Stone
~J~) City of CoppellL r r v'
T~TI~'"rHLo~: ~M ~, ~, C1~173. C~%,ORC,~ PAGE ~ OF 1
(1) O'Brien * Dietz & ~ssocla~es. inc./~r. ~ ~zsw~n~er --
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