Windsor Estates-LR010221 (2)"CONCRETE COMPRESSIVE STRENGTH TEST
Client: Excel Group, Inc.
Attn: Bryan Peck
2639 Walnut Hill Ln #218
Dallas TX 75229
Dallas, Texas 75247
(214) 630-1010
Report Date:
Project:
February 21,2001
Windsor Estates
Coppell, Texas
Service Date: January 22, 2001
Project Number: 94001501
Report Number: 94001501.0003
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 9:27am
Supplier: TXl
Truck No: 59
Mix I.D. No.: 8204
Plant: 41
Ticket No: 2810659
Sample Information
Sample Time: 9:51 am
Technician: Darrin Phillips
Weather Conditions: Sunny, clear
Accumulative Yards: 50
Placement Method: Direct discharge
Sample Locations: Sta. 2+04
Placement Location: St;' James Street
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,O F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter
No. ID (inches)
2C 1 6.00
2C 2 6.00
Result
2.50
4.3
51
40
Specification
2 max
3-5
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
01/29/2001 7 107,550 3,800
01/29/2001 7 117,320 4,150
Average 3,980
2C 3 6.00 02/19/2001 28 129,110 4,570
2C 4 6.00 02/19/2001 28 134,980 4,770
Average 4,670
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 test methods. This repor~ is exclusively for the use of the client indicated above
and shall not be reproduced except in full without the written approval of Terra(on. 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 STRENGTH TEST
8901 carpenter Frwy., 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:
Project:
February 21, 2001
Windsor Estates
Coppell, Texas
Service Date: January 22, 2001
Project Number: 94001501
Report Number: 94001501.0003
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 11:48am
Supplier: TXI
Truck No: 38
Mix I.D. No.: 8204
Plant: 41
Ticket No: 2810897
Sample Information
Sample Time: 12:30pm
Technician: Darrin Phillips
Weather Conditions: Sunny, clear
Accumulative Yards: 250
Placement Method: Direct discharge
Sample Locations: Sta. 13+69
Placement Location: DGForest Street
Field Test Data
Test Result Specification
Slump, inches: 2.00 2 max
Air Content, %: 4.2 3-5
Concrete Temperature,O F: 59
Ambient Temperature, o F: 53
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)
3C 1 6.00 01/29/2001 7 89,040 3,150
3C 2 6.00 01/29/2001 7 94,290 3,330
Average 3,240
3C 3 6.00 02/19/2001 28 157,810 5,580
3C 4 6.00 02/19/2001 28 137,590 4,870
Average 5,230
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 test methods. This report is exclusively for the use of the client indicated above
and shall not be reproduced except in tull 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 STRENGTH TEST
8901 carpenter Frwy., 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:
Project:
February 21,2001
Windsor Estates
Coppell, Texas
Service Date: January 22, 2001
Project Number: 94001501
Report Number: 94001501.0003
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 1:34pm
Supplier: TXI
Truck No: 712
Mix I.D. No.: 8204
Plant: 41
Ticket No: 2811123
Sample Information
Sample Time: 2:21 pm
Technician: Darrin Phillips
Weather Conditions: Sunny, clear
Accumulative Yards: 400
Placement Method: Direct discharge
Sample Locations: Sta. 11+52
Placement Location: D~Forest Street
Field Test Data
Test Result Specification
Slump, inches: 2.50 2 max
Air Content, %: 4.4 3-5
Concrete Temperature,O F: 58
Ambient Temperature, 0 F: 56
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)
4C 1 6.00 01/29/2001 7 90,330 3,190
4C 2 6.00 01/29/2001 7 84,410 2,980
Average 3,090
4C 3 6.00 02/19/2001 28 117,310 4,150
4C 4 6.00 02/19/2001 28 123,370 4,360
Average 4,260
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 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
8901 carpenter Frwy., 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:
Project:
February 21,2001
Windsor Estates
Coppell, Texas
Service Date: January 22, 2001
Project Number: 94001501
Report Number: 94001501.0003
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 3:14pm
Supplier: TXI Plant: 41
Truck No: 66 Ticket No: 2811307
Mix I.D. No.: 8204
Sample Information
Sample Time: 4:00pm
Technician: Darrin Phillips
Weather Conditions: Sunny, clear
Accumulative Yards: 550
Placement Method: Direct discharge
Sample Locations: Sta. 8+51
Placement Location: DeForest Street
Field Test Data
Test Result Specification
Slump, inches: 2.00 2 max
Air Content, %: 4.5 3-5
Concrete Temperature,O F: 59
Ambient Temperature, o F: 57
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)
5C 1 6.00 01/29/2001 7 111,140 3,930
5C 2 6.00 01/29/2001 7 112,650 3,980
Average 3,960
5C 3 6.00 02/19/2001 28 172,000 6,080
5C 4 6.00 02/19/2001 28 167,180 5,910
Average 6,000
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 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
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Excel Group, Inc.
Attn: Bryan Peck
2639 Walnut Hill Ln #218
Darlas TX 75229
Report Date:
Project:
February 21,2001
Windsor Estates
Coppell, Texas
Service Date: January 22, 2001
Project Number: 94001501
Report Number: 94001501.0003
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time:
Supplier: TXI Plant: 41
Truck No: 804 Ticket No: 2811435
Mix I.D. No.: 8204
Sample Information
Sample Time: 5:50pm
Technician: Darrin Phillips
Weather Conditions: Cloudy, cool
Accumulative Yards: 700
Placement Method: Direct discharge
Sample Locations: Sta. 6+00
Placement Location: De'Forest Street
Field Test Data
Test Result Specification
Slump, inches: 2.00 2 max
Air Content, %: 4.4 3-5
Concrete Temperature,o F: 59
Ambient Temperature, o F: 51
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)
6C 1 6.00 01/29/2001 7 117,320 4,150
6C 2 6.00 01/29/2001 7 113,080 4,000
Average 4,080
6C 3 6.00 02/19/2001 28 123,030 4,350
6C 4 6.00 02/19/2001 28 142,760 5,050
Average 4,700
Services - Obtain samples of fresh concrete at the placement locations, pedorm required field tests and cast compressive
strength samples.
Repod Distribution: Inc.
(1) Excel Group, Inc.
(1) City of Coppell - Engr Dept Reviewed by:
(1) city of Coppell - Bldg Insp ~--/Enc"~. 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 Terrecon. 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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