Windsor Estates-LR010826CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94001501.0011
Service Date: June 18, 2001
8901 Carpenter Fn~,., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Excel Group, Inc.
Attn: Bryan Peck
2639 Walnut Hill Ln #218
Dallas TX 75229
Report Date: June 26, 2001
Project: Windsor Estates
Coppell, Texas
Project Number: 94001501
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 9:54am
Supplier: Custom Crete
Truck No: 461
Mix I.D. No.:
Ticket No:
Field Test Data
Test
Sample Information
sample Time: 9:50am Date Cast:June 18, 2001
Technician: Jessie Tipton
Weather Conditions: Clear, cool, light wind
Accumulative Yards: 2
Placement Method:
Sample Locations: See placement location
Placement Location: Storm Drain Inlets at DeForest Rd at
Subdivision
Sample Location: 10' N of DeForest Rd at
drain inlet, N bound side
Result Specification Test Method
Slump, inches: 3.00 1-3 ASTM C-143
Air Content, %: ASTM C-172
Concrete Temperature, O F: 79 ASTM C-39
Ambient Temperature, o F: 77
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 06/25/2001 7 115,570 4,090
1 2 6.00 06/25/2001 7 114,760 4,060
Average 4,080
1 3 07/16/2001 28
1 4 07/16/2001 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
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.
-CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94001501.0011
Service Date: June 18, 2001
8901 Carpenter Rwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Excel Group, Inc.
Attn: Bryan Peck
2639 Walnut Hill Ln #218
Dallas TX 75229
Report Date: June 26, 2001
Project: Windsor Estates
Coppell, Texas
Project Number: 94001501
Material Information
Specified Strength: 3000 psi ~ 28 Days
Batch Time: 10:40am
Supplier: Custom Crete
Truck No: 450
Mix I.D. No.:
Ticket No: 236352
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, O F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Sample Information
Sample Time: 10:50am Date Cast:June 18, 2001
Technician: Jessie Tipton
Weather Conditions: Clear, warm, light wind
Accumulative Yards: 2
Placement Method:
Sample Locations: See placement location
Placement Location: See page 1
Result Specification
3.50 1-3
83
85
Sample Location: 700' N of DeForest Rd, N
end of cul-de-sac
Test Method
ASTM C-143
ASTM C-172
ASTM C-39
Age at Maximum Compressive
Set Specimen Diameter Date Test Load Strength
No. ID (inches) Tested (days) (lbs) (psi)
2 1 6.00 06/25/2001 7 69,290 2,450
2 2 6.00 06/25/2001 7 70,390 2,490
Average 2,470
2 3 07/16/2001 28
2 4 07/16/2001 28
Services- Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Jessie Tipton
Repod Distribution:
(1) Excel Group, Inc.
(1) City of Coppell - Engr Dept
(1) City of Coppell - Bldg Insp
Reviewed by:
Senior Project Engineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repod 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.