Park West CC(09)-LR 960522reed engineering
GEOTECHNICAL CONSULTAN~,
2700.1
32 jo~ NO.:
CONCRETE COMPRESSION TEST REPORT
DATE CAST:
REPORT NO.:
PROJECT:
Panel - #94
LOCATION:
ARCHITECT/ENGINEER:
CONT~CTOR: McFadden & Miller
RE~RTEDTO: Myers & Crow Company, Inc.
SPECIFICATION:
QUANTITY REPRESENTED:
Parkwest Commerce Center - II
04/24/96
4000 PSI
10/200 yds
SAMPLEDBY: F. Steadman
BY ORDER OF: C1 ient
05/22/96
DATE: 0 5 / 0 1 / 9 6 ORDER 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, PSh
TYPE BREAK: CONICAL (U.N.O.)
LABORATORY NUMBER
PW042401 PW042402 PW042403
91,500 124,600 119,400
7 28 28
3240 4410 4220
4320
REMARKS:
Does comply with Specification
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF SAMPLE: 0 7 : 15
~OURCE OF CONCRETE: TX I
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DISTRIBUTION:
DAYS, LABORATORY FROM
1
OF MIX
49 67
AMIP~
°F,
TRANSPORTED BY
04/25/96
AIR CONTENT
3.00
Reed
SLUMP
PICK-UP CHARGE:
INCHES
5.25
NO
MIX CODE: 3 9 TICKET NO.: 5 7 5 9 6 0
UNIT WEIGHT PCF
YIELD CFICY
· Richard~
(1) Myers & Crow Company, Inc./Mr --~~~-~-~'
(1) McFadden & Miller, Inc./Mr. Dave VanDemeer
(1) Comerica Bank/Mr. Alan Williams
SIC
(1) AECC, Inc./Mr. Andy Brundige
(1) City of Coppell/Mr. Lee Stone
(1) City of Coppell~/~ETH~.r~ ~3~1'~(~, C1~, C173, C192, C~I,ORCl~ PAG; 1 OF 1
2424 STU~ DRIVE a SUITE4~ m DALeS, TEXAS75235 a 214/35~56~ a (FAX) 214/35~19