Park West CC(09)-LR 960517 31
REPORT NO.:
Parkwest Commerce
PROJECT:
LOCATION:
reed engineering
GEOTECHNICAL CONSULTANTS
CONCRETE COMPRESSION TEST REPORT
2700.1 DATE CAST:
JOB NO.:
Center - I I SPECIFICATION:
QUANTITY REPRESENTED:
ARCHITECT/ENGINEER:
CONTRACTOR: McFadden & Miller
RE~RTEDTO: Myers & Crow Company,
04/19/96
3000 PSI
30/170 yds
SAMPLED BY: B. Steadman
Inc.
DATE:
BY ORDER OF:
05/17/96
04/26/96~OERNUMSER:
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: Does comply
PW041901
78,000
7
2760
with
LABORATORY NUMBER
PW041902
116,000
28
4100
PW041903
115,900
28
4100
Specification
4100
METHOO OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 0 7 : 4 0
SOURCE OF CONCRETE: TXI
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
Reed
SLUMP
1
70
TRANSPORTED BY
04/20/96
AIR CONTENT %,
4.10
DAYS, LABORATORY FROM
MIX
8O
*F,
PICK-UP CHARGE:
,,x COOE: 3 90
5 .50
TICKET NO.: 574316
UNIT WEIGHT
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 SIGNED
(1) City of Coppell/Mr. Lee Stone
(1) City of Coopell/~;~,UETH~.r~ P~.v~. C143,.C173, C192. C231,0RC1064
2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~S600
YIELD
INCHES
NO
PCF
CF/CY
PAG; 1 OF 1_
(FAX) 214/35(~0019