Four Seasons 1-LR 911016By: Engineering
reed engineering
GEOTECHNICAL CONSULTAN¥S
CONCRETE COMPRESSION TEST REPORT
REPORT NO.: JOB NO.:
6 556.2
PR~ECT:
Proposed Four Seasons Distribution
Center
L~AT~N: Pier No.s K-7, K-6 & K-5
ARCHITECT/ENGINEER: WSI Architects
CONTRACTOR: NATCON, Inc.
REPORTED TO:
NATCON, Inc.
{8 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-2~.2~ SO. IN.
DATE CAST:
10/16/91
SPECIFICATION:
3000 PSI
QUANTITY REPRESENTED:
10/40 yds.
SAMPLEDBY: K. Atkins
aY ORDER OF: Contractor
DATE: 11/13/91 ORDER NUMaER:
10/23/91
LABORATORY NUMBER
FIELD NUMBER: FS 101601 FS 101602
FS 101603
FS 101604
M~IMUMLOAD, LBS: 93,500 114,500 115,500
AGEWHENTESTED, DAYS: 7 28 28
HOLD
COMPRESSIVE STRENGTH, PSI:
AVERAGE STRENGTH, PSI:
3310 4050
4080
4070
TYPE BREAK: CONICAL (U.N.O.)
REMARKS:
Does comply with Specification
METHOD OF CURING: FIELD
TEMPERATURE: AMBIENT
TIME OF ~AMPLE:
11:30
SOURCE OF CONCRETE:
FINE AGGREGATE:
COARSE AGGREGATE:
WATER:
CEMENT:
FLY ASH:
ADMIXTURE(S):
DAYS, LABORATORY FROM TRANSPORTED BY
1 10/17/91 Reed
eF MIX BF, AIR CONTENT %, SLUMP INCHES
76 75 6.0
AM/PM, PICK-UP CHARGE: YES NO
X X _
MIX CODE: TICKET NO.:
P i on e e r 1304 UN,T W~G~371 ~F
YIELD CF/CY
DISTRIBUTION:
(1) NATCON, Inc./Mr. John Fisher
(1) Bradford Companies/Mr. Subash Gaitonde
(1) Brockett. Davis. Drake, Inc./Mr. Gary McHale
(1) WSI Architects/Mr. Ray Garrison
SIGNED
(1) Slider & Associates/Mr. Tim Slider
~) City of Coppell/FF~T. MET~¥~[~ ~U~ c,~s, c~?.~, c,.z, C~,,ORC~ PAGE 1°~ 1
2424 STUTZ DRIVE · SUITE400 · DALLAS. TEXAS T§235 · 214/35~§600 · (FAX) 214/350-0019