Windsor Estates-LR010920CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94001501.0026
Service Date: September 11,2001
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 680-1010
Client: Excel Group, Inc.
Attn: Bryan Peck
2639 Walnut Hill Ln #218
Dallas TX 75229
Report Date: September 20, 2001
Project: Windsor Estates
Coppell, Texas
Project Number: 94001501
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 7:55am
Supplier: TXI
Truck No: 67
Mix I.D. No.: 8204SF
Plant: 41
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, O F:
Ambient Temperature, 0 F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
3.50
87
73
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 I 6.00 28.27
1 2 6.00 28.27
1 3
1 4
Ticket No: 2976559
Sample Information
Sample Time: 8:30am Date Cast: September 11, 2001
Technician: Roy Montgomery
Weather Conditions: Clear
Accumulative Yards: 40
Placement Method:
Sample Locations: Sta. 5+90
Placement Location: Paving- DeForest
Specification
3.0 Max
Test Method
ASTM C-143
ASTM C-173
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
09/18/2001 7 94,410 3,340
09/18/2001 7 91,360 3,230
Average 3,290
10/09/2001 28
10/09/2001 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: 94001501.0026
Service Date: September 11, 2001
5901 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: September 20, 2001
Project: Windsor Estates
Coppell, Texas
Project Number: 94001501
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 9:07am
Supplier: TXI
Truck No: 67
Mix I.D. No.: 8204SF
Plant: 41
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
3.00
86
82
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
2 1 6.00 28.27
2 2 6.00 28.27
2 3
2 4
Ticket No: 2976674
Sample Information
sample Time: 9:35am Date Cast: September 11,2001
Technician: Roy Montgomery
Weather Conditions: Clear
Accumulative Yards: 120
Placement Method:
Sample Locations: Sra. 4+60
Placement Location: See page 1
Specification
3.0 Max
Test Method
ASTM C-143
ASTM C-173
ASTM C1064
ASTM C-1064
Age at
Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
09/1812001 7 104,480 3,690
09/18/2001 7 103,840 3,670
Average 3,680
10/09/2001 28
10/09/2001 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: 94001501.0026
Service Date: September 11, 2001
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: September 20, 2001
Project: Windsor Estates
Coppell, Texas
Project Number: 94001501
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 10:39am
Supplier: TXI
Truck No: 39
Mix I.D. No.: 8204SF
Plant: 41
Field Test Data
Test
Result
Slump, inches: 2.50
Air Content, %: 4.9
Concrete Temperature,O F: 77
Ambient Temperature, o F: 80
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 2976839
Sample Information
Sample Time: 11:00am Date Cast: September 11,2001
Technician: Roy Montgomery
Weather Conditions: Clear
Accumulative Yards: 220
Placement Method:
Sample Locations: 2+90
Placement Location: See page 1
Specification
3.0 Max
Test Method
ASTM C-143
ASTM C-173
ASTM C1064
ASTM C-1064
Age at
Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
3 I 6.00 28.27 09/18/2001 7 95,140 3,360
3 2 6.00 28.27 09/18/2001 7 100,310 3,550
Average 3,460
3 3 10/09/2001 28
3 4 10/09/2001 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were per(ormed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use ef the client
indicated above and shall not be reproduced except in 1ull 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: 94001501.0026
Service Date: September 11, 2001
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: September 20, 2001
Project: Windsor Estates
Coppel[, Texas
Project Number: 94001501
Material Information
Specified Strength: 3000 psi ~ 28 Days
Batch Time: 11:46am
Supplier: TXI
Truck No: 67
Mix I.D. No.: 8204SF
Plant: 41
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,O F:
Ambient Temperature, O F:
Plastic Unit Weight, pcf:
Laborator~ Test Data
Ticket No: 2976979
Sample Information
Sample Time: 12:35pm Date Cast: September 11,2001
Technician: Roy Montgomery
Weather Conditions: Clear
Accumulative Yards: 330
Placement Method:
Sample Locations: Sra. 0+90
Placement Location: See page 1
Result Specification Test Method
2.50 3.0 Max ASTM C-143
5.0 ASTM C-173
90 ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
4 1 6.00 28.27 09/18/2001 7 103,370 3,660
4 2 6.00 28.27 09/18/2001 7 109,490 3,870
Average 3,770
4 3 10/09/2001 28
4 4 10/09/2001 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Roy Montgomery ~~ee
Report Distribution: lng, Inc.
(1) Excel Group, Inc.
(1) City of Coppell ~ Engr Dept Reviewed by:
(1) city of Coppell - Bldg Insp ~ ~ E~c J. Cleveland, P.E.
S~ior 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 properiies of other apparently similar or identical
materials
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94001501.0027
Service Date: September 11,2001
89Ol Carpenter F~Ny., 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: September 20, 2001
Project: Windsor Estates
Coppell, Texas
Project Number: 94001501
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 1:04pm
Supplier: TXI
Truck No: 65
Mix I.D. No.: 8206
Plant: 41
Field Test Data
Test
Ticket No: 2877138
Sample Information
sample Time: 1:35pm Date Cast: September 11, 2001
Technician: HBC Fort Worth Office
Weather Conditions: Clear
Accumulative Yards: 20
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: Paving
Result Specification Test Method
Slump, inches: 4.00 3-5 ASTM C-143
Air Content, %: 4.5 3-6 ASTM C-231
Concrete Temperature,° F: 87 ASTM C1064
Ambient Temperature, 0 F: 80 ASTM C-1064
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)
1 1 6.00 28.27 09/18/2001 7 138,250 4,890
1 2 6.00 28.27 09/18/2001 7 147,880 5,230
Average 5,060
1 3 10/09/2001 28
1 4 10/09/2001 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: 94001501.0027
Service Date: September 11,2001
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: September 20, 2001
Project: Windsor Estates
Coppell, Texas
Project Number: 94001501
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 2:45pm
Supplier: TXI
Truck No: 713
Mix I.D. No.: 8206
Plant: 41
Ticket No:
Field Test Data
Test
Result
Slump, inches: 4.00
Air Content, %: 5.0
Concrete Temperature, o F: 78
Ambient Temperature, 0 F: 82
Plastic Unit Weight, pcf:
Laboratory Test Data
Sample Information
Sample Time: Date Cast: September 11, 2001
Technician: HBC Fort Worth Office
Weather Conditions: Clear
Accumulative Yards: 100
Placement Method: Direct Discharge
Sample Locations: 15' S of N line/10' E
Placement Location: See page 1
Specification Test Method
3-5 ASTM C-143
3-6 ASTM C-231
ASTM C1064
ASTM C-1064
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 09/18/2001 7 1321900 4,700
2 2 6.00 28.27 09/18/2001 7 135,410 4,790
Average 4,750
2 3 10/09/2001 28
2 4 10/09/2001 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: HBC Fort Worth Office
Report Distribution:
(1) Excel Group, Inc.
(1) City of Coppelr - Engr Dept
(1) City of Codpell - Bldg Insp
Reviewed by:
Senior Project Engineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repot[ 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
matedals.