Park West CC(1)-LR 951027 (2)reed engineering
REPORT NO,:
PROJECT:
LOCATION:
CONCRETE COMPRESSION TEST REPORT
51 ~BNO.: 2166.2
Park West Commerce Center
Paving - 480'S, 40'W of NW building
corner
GEOTECHNICAL CONSULTANTS
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
10/20/95
4000 PSI
40/210 yds
ARCHITECT/ENGINEER:
SAMPLED BY: B. Lucas
CONTRACTOR:
REPORTED TO:.
McFadden & Miller
Marc Myers
DATE:
BY ORDER OF:
10 / 27 / 9 5ORDER 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, PSI:
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
PW102001
94,000
7
3320
LABORAT~Y NUMBER
PW102002
28
PW102003
28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT 5 5
DAYS. LABORATORY FROM
M,X 80
10/21/95
TRANSPORTED BY
*F, AIR CONTENT
Reed
SLUMP 7.75 INCHES
TIUE ~ ~MP~ 08: 15
SOURCE OF CONCRETE: TX I
M~CODE: 9643
PICK-UP CHARGE: YL~ NO
TICKET NO.: 476826
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CF/CY
DISTRIBUTION: (1) Marc Myers Company/Mr Richard
(1) McFadden & Miller Construction/Mr. Dave VanDem
(1) Comerica Ban~/Mr. Alan Williams
(1) AECC, Inc./Mr. Andy Brundige S,~NEO
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell/Mr. Larry Davis 1 OF 1
~STMETH~S: ASTM C31, C~, C1~, C173, C 102, C~I, ORCl~ PAGE
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