Park West CC(09)-LR 960502reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
REPORT NO.:
PROJECT:
LOCATION:
25 JOBNO.: 2700.1
Parkwest Commerce Center - II
Panel - #129
DATE CAST:
SPECIFICATION:
QUANTITY REPRESENTED:
04/04/96
3000 PSI
20/200 yds
ARCHITECT/ENGINEER:
SAMPLED BY: E. Yerian
CONTRACTOR:
REPORTED TO:
McFadden & Miller
Myers & Crow Company, Inc.
DATE:
BY ORDER OF:
o5/02/96
04 / 11 / 96ORDER NUMBER:
Client
(6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN.
FIELD NUMBER:
MAXIMUM LOAD, LBS:
AGE WHEN TESTED, DAYS:
COMPRE~IVE STRENGTH,
AVERAGE STRENGTH, PSI:
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
PW040401
103,500
7
3660
LABORATORY NUMBER
PW040402
149,000
28
5270
Does comply with Specification
PW040403
156,000
28
5520
5400
METHOD OF CURING: FIELD DAYS, LABORATORY FROM
1
TEMPERATURE: AMBIENT 'F MIX
48 69
TIME OF SAMPLE: 0 7: 3 0 AM/P.~
SOURCE OF CONCRETE: TX I
°F.
TRANSPORTED BY
04/05/96 Reed
AIR CONTENT %, SLUMP
5.25
PICK-UP CHARGE:
MIX CODE: 39
TICKET NO.: 565429
INCHES
NO
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
UNIT WEIGHT PCF
YIELD CFICY
SIGNED
D,STR,SUT,O,: (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 ~Cop~pe~ll~ETH~r~ Dg,.v'~-,~. c,~..c,73, c,92. c~.~c,~ PAGE 1 o~ 1...
(1) O'~rior_ _ic_m 5 Ac~cci~_tec, ~ '~ ~ud Ni~?rcr_~er
2 2 STUmDR VE · SU,TE · · ·