Windsor Estates-LR010817'CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94001501.0011
Service Date: June 18, 2001
8901 Carpenter Ftwy., Suite #1{30
Dallas, Texas 75247
(214) 630-1010
Client: Excel Group, Inc.
Attn: Bryan Peck
2639 Walnut Hill Ln #218
Dallas TX 75229
Report Date: July 17, 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
Result Specification
3.00 1-3
Sample Location: 10' N of DeForest Rd at
drain inlet, N bound side
79
77
Test Method
Slump, inches:
Air Content, %:
Concrete Temperature, O F:
Ambient Temperature, O F:
Plastic Unit Weight, pcf:
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
ASTM C-143
ASTM C-172
ASTM C-39
1 1 6.00 28.27 06/25/2001 7 115,570 4,090
I 2 6.00 28.27 06/25/2001 7 114,760 4,060
Average 4,080
1 3 6.00 28.27 07/16/2001 28 168,910 5,970
1 4 6.00 28.27 07/16/2001 28 169,620 6,000
Average 5,990
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
ASTM C-31, C-39, C~172, C-1231
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 bo reproduced except in full without the wdtten 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
(214) 630-1010
Client: Excel Group, Inc.
Attn: Bryan Peck
2639 Walnut Hill Ln #218
Daltas TX 75229
Report Date: July 17, 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.:
Field Test Data
Test
Ticket No: 236352
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
Sample Location: 700' N of DeForest Rd, N
end of cul-de-sac
Test Method
Result Specification
Slump, inches: 3.50 1-3 ASTM C-143
Air Content, %: ASTM C-172
Concrete Temperature,° F: 83 ASTM C-39
Ambient Temperature, 0 F: 85
Plastic Unit Weight, pcf:
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
2 1 6.00 28.27 06/25/2001 7 69,290 2,450
2 2 6.00 28.27 06/25/2001 7 70,390 2,490
Average 2,470
2 3 6.00 28.27 07/16/2001 28 105,300 3,720
2 4 6.00 28.27 07/16/2001 28 106,520 3,770
Average 3,750
Services- Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
ASTM C-31, C-39, C-172, C-1231
Technician: Jessie Tipton
Repod Distribution: /~gineering, Inc.
(1) Excel Group, Inc.
(1) City of Coppell - Engr Dept Reviewed by~,/~/E~(c
(1) City of Coppell - Bldg Insp J. Cleveland, P.E.
Senior Project Engineer
The tests were performed in general accordance wit~ 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 testod at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.