Windsor Estates-LR011010CONCRETE COMPRESSIVE STRENGTH TEST
Report Number:
Service Date:
94001501.0027
September 11, 2001
Client: Excel Group, Inc.
Attn: Bryan Peck
2639 Walnut Hill Ln #218
Dallas TX 75229
.eport~Nl~e.; October 10]~j2.001
Projejlt: Windsor Fstat~
Project Number: 94001501
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 1:04pm
Supplier: TXI
Truck No: 65
Mix I.D. No.: 8206
Plant: 41
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
Field Test Data
Test 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, o F: 80 ASTM C-1064
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
I 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 6.00 28.27 10/09/2001 28 170,400 6,030
1 4 6.00 28.27 10/09/2001 28 170,290 6,020
Average 6,030
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.
Page 1 of 2 o~<Lwmo~,~,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94001501.0027
Service Date: September 11, 2001
Client: Excel Group, Inc.
Attn: Bryan Peck
2639 Walnut Hill Ln #218
Dallas TX 75229
Report Date: October 10, 2001
Project: Windsor Estates
Coppell, Texas
Project Number: 94001501
89Ol Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 2:45pm
Supplier: TXI
Truck No: 713
Mix I.D. No.: 8206
Plant: 41
Field Test Data
Test
Ticket No:
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
Result Specification Test Method
Slump, inches: 4.00
Air Content, %: 5.0
Concrete Temperature, o F: 78
Ambient Temperature, o F: 82
Plastic Unit Weight, pcf:
Laboratory Test Data
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 I 6.00 28.27 09/18/2001 7 132,900 4,700
2 2 6.00 28.27 09/18/2001 7 135,410 4,790
Average 4,750
2 3 6.00 28.27 10/09/2001 28 169,890 6,010
2 4 6.00 28.27 10/09/2001 28 159,430 5,640
Average 5,830
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: HBC Fort Worth Office ~B~~~'/~ ~ "~~n
Report Distribution: c.
(1) Excel Group, Inc.
(1) City of Coppell - Engr Dept Reviewed by:
(1) city of Coppell - Bldg Insp ~ ~ J. Cleveland, 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.
Page 2 of 2
~ '~CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94001501.0026
Service Date: September 11, 2001
Client: Excel Group, Inc.
Attn: Bryan Peck
2639 Walnut Hill Ln #218
Dallas TX 75229
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, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 2976559
.<eport Date: October 10, 2001
Project: Windsor Estates
Texas t/~
Coppell, J
P~umber: ~40~/'~001
Sample Information
Sample Time: 8:30am
Technician: Roy Montgomery
Weather Conditions: Clear
Accumulative Yards: 40
Placement Method:
Sample Locations: Sta. 5+90
Placement Location: Paving- DeForest
Result Specification
3.50 3.0 Max
87
73
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
1 1 6.00 28.27 09/18/2001
1 2 6.00 28.27 09/18/2001
I 3 6.00 28.27 10/09/2001
I 4 6.00 28.27 10/09/2001
Services -
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Date Cast: September 11,2001
Test Method
ASTM C-143
ASTM C-173
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 94,410 3,340
7 91,360 3,230
Average 3,290
28 113,030 4,000
28 115,940 4,100
Average 4,050
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 Terracen. 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 4
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: October 10, 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
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: Sta. 4+60
Placement Location: See page 1
Field Test Data
Test Result Specification
Test Method
Slump, inches: 3.00 3.0 Max ASTM C-143
Air Content, %: ASTM C-173
Concrete Temperature,° F: 86 ASTM C1064
Ambient Temperature, o F: 82 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)
2 1 6.00 28.27 09/18/2001 7 104,480 3,690
2 2 6.00 28.27 09/18/2001 7 103,840 3,670
Average 3,680
2 3 6.00 28.27 10/09/2001 28 128,310 4,540
2 4 6.00 28.27 10/09/2001 28 124,240 4,390
Average 4,470
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.
Page 2 of 4 ~<~w~.,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94001501.0026
Service Date: September 11, 2001
Client: Excel Group, Inc.
Attn: Bryan Peck
2639 Walnut Hill Ln #218
Dallas TX 75229
Report Date: October 10, 2001
Project: Windsor Estates
Coppell, Texas
Project Number: 94001501
8~Ol Cacpanter F~., Suite #100
Dallas, Texas 7§247
(214)
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
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
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
Result Specification Test Method
2.50 3.0 Max ASTM C-143
4.9 ASTM C-173
77 ASTM C1064
80 ASTM C-1064
Age at
Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
28.27 09/18/2001 7 95,140 3,360
28.27 09/1812001 7 100,310 3,550
Average 3,460
28.27 10/09/2001 28 123,860 4,380
28.27 10/09/2001 28 125,210 4,430
Average 4,410
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
3 1 6.00
3 2 6.00
3 3 6.00
3 4 6.00
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.
Page 3 of 4 o~<~,~,~,.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94001501.0026
Service Date: September 11, 2001
Client: Excel Group, Inc.
Attn: Bryan Peck
2639 Walnut Hill Ln #218
Dallas TX 75229
Report Date: October 10, 2001
Project: Windsor Estates
Coppell, Texas
Project Number: 94001501
89Ol Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
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:
Laboratory Test Data
Set Specimen Diameter
No. ID (inches)
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: Sta. 0+90
Placement Location: See page 1
Result Specification Test Method
4 I 6.00
4 2 6.00
4 3 6.00
4 4 6.00
Services -
2.50 3.0 Max ASTM C-143
5.0 ASTM C-173
90 ASTM C1064
ASTM C-1064
Age at
Maximum Compressive
Area Date Test Load Strength
(sq. inches) Tested (days) (lbs) (psi)
28.27 09/18/2001 7 103,370 3,660
28.27 09/18/2001 7 109,490 3,870
Average 3,770
28.27 10/09/2001 28 129,360 4,570
28.27 10/09/2001 28 125,280 4,430
Average 4,500
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Roy Montgomery
Report Distribution:
(1) Excel Group, Inc.
(1) City of Coppell - Engr Dept
(1) City of Coppell ~ Bldg Insp
Reviewed by:
ng, Inc.
Edc J. Cleveland, P.E.
Senior Project Engineer
The tests were performed in general accordance with applicable ASTM, MSHTO, 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 4 of 4