Park West CC(09)-LR 96041627
REPORT NO.:
PROJECT:
Panel - #115
LOCATION:
ARCHITECT/ENGINEER:
CO~TRACTOR: McFadden & Miller
RE~RTEDTO: Myers & Crow Company, Inc.
reed engineering
GEOTECHNICAL CONSULTAN¥"'
Parkwest Commerce Center - II
CONCRETE COMPRESSION TEST REPORT
2 7 0 0 · i DATE CAST:
JOB NO.:
SPECIFICATION:
QUANTITY REPRESENTED:
04/09/96
3000 PSI
10/190 yds
SAMP/EDBY: F. Steadman
BY ORDER OF: Client
DATE: 04/16/96ORDER NUMBER:
(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.NO.)
REMARKS:
PW040901
100,100
7
3540
~BORATORY NUMBER
PW040902
PW040903
28 28
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 0 7: 0 5
SOURCE OF CONCRETE: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
Reed
SLUMP
DAYS, LABORATORY FROM
1
*F MIX
55 66
AM/Pr
INCHES
NO
*F,
TRANSPORTED BY
04/ 0/96
AIR CONTENT %,
5.00
PICK-UP CHARGE:
4.00
TICKET NO.: 566724
MIX CODE: 3 9
UNIT WEIGHT
YIELD
PCF
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 S,G~
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell~6~H~ear~%~ ~%vdf~ C143,.C173, C192, C231,0RC1064
2424 ~U~ DRIVE · SUITE4~ · DAteS, TEXAS75235 ~ 214/35~58~ ~ {FAX) 214/35~lU
PAG~ 1 OF 1_