Gateway BP(1.6)-LR061114CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94061163.0122
Service Date: October 14, 2006
Client:
ProLogis
Attn: Keith Porter
2310 LBJ Freeway Ste 200
Dallas TX 75234
l~erracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214)630-1010
Report Date: November 14, 2
Project: Free rporate Ctr. Bldg. 6
reeport Pkwy 8r Gateway
Coppell, TX
Project No.: 94061163
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 3:36am Plant: 27
Supplier: Southern Star
Truck No: 1020 Ticket No: 1435881
Mix I.D. No.: 9339
Water Added Onsite Before Test: 10 Gallons
Field Test Data
Test Result
Slump, inches:
Air Content, %:
Concrete Temperature, of
Ambient Temperature,aF:
Plastic Unit Weight, pcf:
5.50
3.5
77
63
145.5
Sample Information
Date Cast: October 14, 2006 Time: 4:18am
Sampled by: Jose A. Martinez
Weather Conditions: Cloudy, raining
Accumulative Yards: 20
Placement Method: Direct Discharge
Sample Locations: N approach
Placement Location: Along Freeport Pkwy, N & S Approaches
Specification Test Method
3-5 ASTM C143
3-6 ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
" =Field Test Result o not meet project specifications.
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) I Tested (days) (Ibs) (psi)
1 1 6.00 28.27 10/21/2006 7 98,840 3,500
1 2 6.00 28.27 10/21/2006 7 99,490 3,520
Average (7 Days) 3,510
1 3 6.00 28.27 11/11/2006 28 139,520 4,930
1 4 6.00 28.27 11 /11 /2006 28 144,210 5,100
Average (28 Days) 5,020
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples. O
.Z
Z
I
Terracon Rep: Jose A. Martinez
Report Distribution: / /
(1) ProLogis (1) Meinhardt & Assoc Architects PLLC [/
(1) City of Coppell TX (1) Jordan Construction Services Reviewed by:
(1) City of Coppell TX (1) Meinhardt & Assoc Architects PLLC
(1) Haynes Whaley Assoc Inc Robert D. Ray, S.
Senior Project ager
The tests were pertormed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 1 oi-ncsmoi-Fwek.y