ST0701-LR100125CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0059 Irerracan
Service Date: 01 /11 /10 8901 Carpenter Frwy.
Report Date: 01/25/10 Revision 1 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX Southwestern Boulevard
Attn: Keith Marvin Coppell Road to Grapevine Creek
PO Box 9478 Coppell, TX
Coppell, TX 75019
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: James C. Blackwell Started: 0630 Lunch / Non - Chargeable: 1.50
Reported To: Finished: 1700
Contractor: Lacy Construction
Report Distribution:
(I) City of Coppell TX (1) City of Coppell TX
(])City of Coppell TX (2) Halff Assoc Inc
(1) Lacy Construction (1) PacTrust Pacific Realty Associates LP
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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 consent of our company. 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.
CROOO 1, 5- 21 -09, Rev,3 Page 1 of 3
Project Number: 94091193
Material Information
Sample Information
Specified Strength: 4,000 psi @
28 days
Sample Date:
01/11/10 Sample Time:
1145
Sampled By:
James C. Blackwell
Mix ID:
Weather Conditions:
Clear
Supplier: Redi -Mix
Accumulative Yards:
48 Batch Size (cy):
8
Batch Time:
Plant:
On -site
Placement Method:
Direct Discharge
Truck No.:
Ticket No.:
Water Added Before (gal):0
Water Added After (gal):
0
Field Test Data
Sample Location:
Sta. 1 +00
Test
Result
Specification
Placement Location:
Pavement, westbound lane of
Slump (in):
3 1/4
3 -5
Southwestern Blvd., between Sta. 1 +15
Air Content ( %):
3.5
3 -6
and Sta. 3 +10
Concrete Temp. (F):
55
Ambient Temp. (F):
45
Plastic Unit Wt. (pcf):
152.0
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter
Area
Date
Date Test
Load Strength
Fracture
No. ID
(in)
(sq in)
Received
Tested (days)
(lbs) (psi)
Type
I 1
6.00
28.27
01/12/10
01/18/10 7
144,200 5,100
2
1 2
6.00
28.27
01/12/10
01/25/10 14
159,320 5,640
2
l 3
6.00
28.27
01/12/10
02/08/10 28
1 4
6.00
28.27
01/12/10
02/08/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: James C. Blackwell Started: 0630 Lunch / Non - Chargeable: 1.50
Reported To: Finished: 1700
Contractor: Lacy Construction
Report Distribution:
(I) City of Coppell TX (1) City of Coppell TX
(])City of Coppell TX (2) Halff Assoc Inc
(1) Lacy Construction (1) PacTrust Pacific Realty Associates LP
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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 consent of our company. 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.
CROOO 1, 5- 21 -09, Rev,3 Page 1 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0059 err
Service Date: 01 /11 /10 8901 Carpenter Frwy.
Report Date: 01/25/10 Revision 1 Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX Southwestern Boulevard
Attn: Keith Marvin Coppell Road to Grapevine Creek
PO Box 9478 Coppell, TX
Coppell, TX 75019
Number: 94091193
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
Supplier: Redi -Mix
Batch Time: Plant: On -site
Trucl( No.: Ticket No.:
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
3 3 -5
5.5 3 -6
60
49
150.0
Sample Information
Sample Date:
01/11/10 Sample Time: 1455
Sampled By:
James C. Blackwell
Weather Conditions:
Clear
Accumulative Yards:
120 Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal):0
Test
Water Added After (gal):
0
Sample Location:
Sta. 1 +95
Placement Location:
Southwestern Blvd., between Sta. 1 +15
2 1
and Sta. 3 +10
Laboratory Test Data
Strength Fracture
(lbs)
(psi) Type
126,050
Age at
Set Specimen Diameter
5,050 4
Area
Date
Date
Test
No. ID
(in)
(sq in)
Received
Tested
(days)
2 1
6.00
28.27
01/12/10
01/18/10
7
2 2
6.00
28.27
01/12/10
01/25/10
14
2 3
6.00
28.27
01/12/10
02/08/10
28
2 4
6.00
28.27
01/12/10
02/08/10
28
Comments:
Maximum Compressive
Load
Strength Fracture
(lbs)
(psi) Type
126,050
4,460 4
142,630
5,050 4
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: James C. Blackwell Started: 0630 Lunch/ Non - Chargeable: 1.50
Reported To: Finished: 1700
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX (I) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc
(1) Lacy Construction (1) PacTrust Pacific Realty Associates LP
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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 consent of our company. 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.
CR0001, 5- 21 -09, R-3 Page 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0059 err
Service Date: 01/11/10 8901 Carpenter Frwy.
Report Date: 01/25/10 Revision 1 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX Southwestern Boulevard
Attn: Keith Marvin Coppell Road to Grapevine Creek
PO Box 9478 Coppell, TX
Coppell, TX 75019
Project Number: 94091193
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
Supplier: Redi -Mix
Batch Time: Plant: On -site
Truck No.: Ticket No.:
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Result Specification
3 3 -5
4.9 3 -6
62
54
149.9
Sample Date:
01/11/10 Sample Time: 1608
Sampled By:
James C. Blackwell
Weather Conditions:
Clear
Accumulative Yards:
208 Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal):0
(sq in)
Water Added After (gal):
0
Sample Location:
Sta. 3 +00
Placement Location:
Southwestern Blvd., between Sta. 1 +15
6.00
and Sta. 3 +10
Laboratory Test Data Age at Maximum
Set
Specimen
Diameter
Area
Date
Date
Test
Load
No.
ID
(in)
(sq in)
Received
Tested
(days)
(lbs)
3
1
6.00
28.27
01/12/10
01/14/10
3
94,870
3
2
6.00
28.27
01/12/10
01/18/10
7
140,820
3
3
6.00
28.27
01/12/10
01/25/10
14
153,050
3
4
6.00
28.27
01/12/10
02/08/10
28
3
5
6.00
28.27
01/12/10
02/08/10
28
Comments:
Compressive
Strength
Fracture
(psi)
Type
3,360
4
4,980
2
5,410
2
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: James C. Blackwell Started: 0630
Reported To: Finished: 1700
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX (1) City of Coppell TX Reviewed By:
(1) City of Coppell TX (2) Halff Assoc Inc
(1) Lacy Construction (1) PacTrust Pacific Realty Associates LP
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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 consent of our company. 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.
CR0001, 5- 21.09, Rev.3 Page 3 of 3