Coppell BC3-LR010510CONCRETE COMPRESSIVE STR~GTH TEST
Report Number: 94001487.0038
Service Date: March 30, 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 10, 2001
Charles Schwab
217 Wrangler
Coppell, Texas
94001487
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 3:00pm
Supplier: TXI
Truck No: 210
Mix I.D. No.: 153
Plant: 41
Field Test Data
Test Result
Slump, inches: 5.00
Air Content, %: 4.7
Concrete Temperature,O F: 72
Ambient Temperature, o F: 66
Ticket No: 8265907
Sample Information
sample Time: 4:00pm
Technician: Jessie Tipton
Weather Conditions: Partly cloudy, cool
Accumulative Yards: 20
Placement Method: Pump
Sample Locations: SW corner of column
Placement Location: 4 Columns @ SW corner of bldg.
Specification Test Method
5 Max ASTM C-143
3-6 ASTM C-172
ASTM C-39
Plastic Unit Weight, pcf: ~r t I ~
Laboratory Test Data ~, ~ Age at Maximum Compressive
Set Specimen Diameter Date Test Load Strength
No. ID (inches) j/~, Tested (days) (lbs) (psi)
1 1 e.o0 ~/~ 04/06/2001 7 128,190 4,530
1 2 6.00 ~¢#~J 04/06/2001 7 128,620 4,550
/
Average 4,540
1 3 6.00 ~,i~=ZI~ 28 141,030 4,990
1 4 6.00 04/27/200~,~8 139,460 4,930
Average 4,960
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Field Results Reported To: Supt. w/Const. Assoc.
Technician: Jessie Tipton
Report Distribution:
(1) Constructors & Associates
(1) City of Coppell - Constr. Insp.
(1) City of Coppell - Bldg. Insp.
Reviewed by:
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 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.
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CONCRETE COMPRESSIVE ST~GTH TEST
Report Number: 94001487.0039
Service Date: April 4, 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 10, 2001
Charles Schwab
217 Wrangler
Coppell, Texas
94001487
Material Information
Specified Strength: 5000 psi @ 28 Days
Batch Time: 1:25pm
Supplier: TXI
Truck No: 922
Mix I.D. No.: 153
Plant: 41
Ticket No: 2855004
Sample Information
Sample Time: 2:52pm
Technician: Eddie Elrod
Weather Conditions: Cloudy
Accumulative Yards: 10
Placement Method:
Sample Locations: F.9/0.1
Placement Location: Columns for screen wall W side F.5/0.1,0.5,
0.9, F.9/0.1
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.25 5.0 Max ASTM C-143
Air Content, %: N/A ASTM C-172
Concrete Temperature,O F: 87 ASTM C-39
Ambient Temperature, o F: 82
Plastic Unit Weight, pcf:
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Date Test Load Strength
No. ID (inches) Tested (days) (lbs) (psi)
I 1 6.00 04/11/2001 7 110,930 3,920
I 2 6.00 04/11/2001 7 109,180 3,860
Average 3,890
1 3 6.00 05/02/2001 28 144,000 5,090
1 4 6.00 05/02/2001 28 144,450 5,110
Average 5,100
Services -
Obtain samples of fresh concrete at the placement locations, pedorm required field tests and cast compressive
strength samples.
Technician: Eddie Elrod
Report Distribution:
(1) Constructors & Associates
(1) City of Coppell - Constr. Insp.
(1) City of Coppell - Bldg. Insp.
Reviewed by:
Eric J. Cleveland, 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 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.
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