Coppell BC3-LR010316CONCRETE COMPRESSIVE ST/I"~GTH TEST
Report Number: 94001487.0026
Service Date: March 7, 2001
Client:
Constructors & Associates
Attn: Mike Donnelly
3333 Welborn St Suite 200
Dallas TX 75219
Report Date:
Project:
Project Number:
ENGINEERING, INC..
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
March 16, 2001
Charles Schwab
217 Wrangler
Coppell, Texas
94001487
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 1:38pm
Supplier: TXI
Truck No: 650
Mix I.D. No.: 46
Plant: 31
Ticket No: 2836782
Sample Information
Sample Time:
Technician:
Weather Conditions:
Accumulative Yards:
Placement Method:
Sample Locations:
Placement Location:
2:30pm
Jessie Tipton
Clear, warm
10
Direct discharge
See placement location
Pier caps W & S of building
Sample location: First pier cap on south side
from E bldg. line
Field Test Data
Test Result Specification Test Method
Slump, inches: 4.50 5.0 Max ASTM C-143
Air Content, %: N/A ASTM C-172
Concrete Temperature, O F: 70 ASTM C-39
Ambient Temperature, o F: 58
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)
1 1 6.00 03/14/2001 7 97,570 3,450
1 2 6.00 03/14/2001 7 106,790 3,780
Average 3,620
1 3 04/04/2001 28
1 4 04/04/2001 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Jessie Tipton
Report Distribution:
(1) Oonstructors & Associates
(1) City of Coppell - Constr. Insp. Reviewed by:
(1) City of Coppell - Bldg. Insp. J~;;;lev~land,
P.E.
Senior Projet~ Engineer
The tests were performed 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 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
CONCRETE COMPRESSIVE STt~IGTH TEST
Report Number: 94001487.0028
Service Date: March 8, 2001
Client: Constructors & Associates
Attn: Mike Donnelly
3333 Welborn St Suite 200
Dallas TX 75219
Report Date:
Project:
Project Number:
89Ol Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
March 16, 2001
Charles Schwab
217 Wrangler
Coppell, Texas
94001487
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 9:56am
Supplier: TXI
Truck No: 826
Mix I.D. No.: 8272
Plant: 31
Ticket No: 2837491
Sample Information
Sample Time: 10:40am
Technician: Albert Garcia
Weather Conditions: Cloudy
Accumulative Yards: 8
Placement Method: Direct discharge
Sample Locations: From wall: 10' S
Placement Location: Cyclone foundation
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.00 5 Max. ASTM C-143
Air Content, %: ASTM C-172
Concrete Temperature, o F: 66 ASTM C-39
Ambient Temperature, o F: 60
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)
1 I 6.00 03/15/2001 7 85,870 3,040
1 2 6.00 03/15/2001 7 84,790 3,000
Average 3,020
1 3 04/05/2001 28
1 4 04/05/2001 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Albert Garcia
Report Distribution:
(1) Constructors & Associates
(1) City of Coppell - Constr. Insp.
(1) City of Coppell- Bldg. Insp.
Reviewed by:
Eric J. C~evel,3nd,
P.E.
Senior Project Engineer
The tests were performed 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 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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