Coppell BC3-LR010514CONCRETE COMPRESSIVE STI:~=TH TEST
Report Number: 94001487.0043
Service Date: April 11, 2001
Client: Constructors & Associates
Attn: Mike Donnelly
3333 Welborn St Suite 200
Dallas TX 75219
Report Date:
Project:
Project Number:
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
May 14, 2001
Charles Schwab
217 Wrangler
Coppell, Texas
94001487
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 10:42am
Supplier: TXI
truck No: 738
Plant: 31
Ticket No: 2860585
Sample Information
Sample Time: 11:25am
Technician: Steve Campbell
Weather Conditions:
Accumulative Yards: 10
Placement Method: Pump
Mix I.D. No.: 153 Sample Locations: Panel 15
Placement Location: Panels 12~,,1'8 ~
Field Test Data ~ Test M_~~
Test Result Spe~fication
~ ~ / /5~) Max A~,jM ~'43 '
Air Content, %:
V t 2 · ~ '"AS~TMC':-172
Concrete Temperature,O F: 68 ~/ ?/ ~ C-39
Ambient Temperature, o F: 74 I ~
Plastic Unit Weight, pcf:
Laboratory Test Data ./ at Maximum Compressive
Set Specimen Diameter ,r Da~' ~ est Load Strength
No. ID (inches) !,~~- (days) (lbs) (psi)
~ i 6.00 ~" 104/13/2001 ~ ~
1 2 6.00 04/14/2001 3 102,240 3,620
1 3 6.00 04/18/2001 7 123,560 4,370
1 4 6.00 05/09/2001 28 173,080 6,120
I 5 6.00 05/09/2001 28 169,620 6,000
Average 6,060
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Steve Campbell
Report Distribution:
(1) Constructors & Associates
(1) City of Coppell - Constr. Insp.
(1) City of Coppell - Bldg. Insp.
Reviewed by:
L~ J,~le~land, P,E.
Senior Proje(~t Engineer
The tests were performed in general accordance with applicable ASTM 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 approval of Terracon. 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 o~-u.w~-~,,~,,~