Coppell BC3-LR010427CONCRETE COMPRESSIVE ST~TH TEST
Report Number: 94001487.0035
Service Date: March 23, 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
April 27, 2001
Charles Schwab
217 Wrangler
Coppell, Texas
94001487
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 2:54pm
Supplier: TXI
Truck No: 715
Mix I.D. No.: 153
Plant: 41
Ticket No: 2848811
Sample Information
Sample Time: 3:45pm
Technician: Jessie Tipton
Weather Conditions: Cloudy, warm
Accumulative Yards: 16
Placement Method: Pump
Sample Locations: SE corner- columns
Placement Location: South side, columns, 2 locations
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter
No. ID (inches)
I 1 , 6.00
1 2 6.00
I 3 6.00
I 4 6.00
Test Method
Result Specification
5.00 5 max ASTM C-143
5.2 3-6 ASTM C-172
79 ASTM C-39
71 ~
~1~ Ageat Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
~ V 03/30/2001 7 105,790 3,740
03/30/2001 7 109,970 3,890
Average 3,820
04/20/2001 28 195,650 6,920
04/20/2001 28 192,390 6,800
Average 6,860
Obtain samples of fresh concrete at the placement locations, pedorm required field tests and cast compreSsive
strength samples.
Technician: Jessie Tipton
Report Distribution:
(1) Constructors & Associates
(1) City of Coppetl - Constr. Insp.
(1) City of Coppell - Bldg. Insp.
Reviewed by:
E/'l~J.~l~veland, P.E.
Senior Project 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 e~cept 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.
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