ST0701-LR100210CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0062 Irerracon
Service Date: 01/12/10 8901 Carpenter Frwy.
Report Date: 02/10/10 Revision 2 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
Mix ID:
Supplier:
Batch Time:
Truck No.:
Field Test Data
4,000 psi @ 28 days
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Plant:
Ticket No.:
Result Specification
2 1 -3
6.1 3 -6
52
40
147.5
Laboratory Test Data
Set Specimen
Diameter
Area
Date
No. ID
(in)
(sq in)
Received
1 1
6.00
2827
01/13/10
1 2
6.00
28.27
01/13/10
1 3
6.00
28.27
01/13/10
1 4
6.00
28.27
01/13/10
Sample Date:
01/12/10 Sample Time: 0921
Sampled By:
Christopher P. Moran
Weather Conditions:
Clear, light breeze
Accumulative Yards:
16 Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal):0
148,250
Water Added After (gal):
0
Sample Location:
Sta. 3 +40
Placement Location: Pavement, Sta. 3 +40 to Sta. 5 +50
Compressive
Age at
Maximum
Date
Test
Load
Tested
(days)
(lbs)
01/19/10
7
148,250
01/26/10
14
1 70,420
02/09/10
28
201,560
02/09/10
28
191,010
Average (28 days)
Compressive
Strength
Fracture
(psi)
Type
5,240
4
6,030
2
7,130
2
6,760
2
6,950
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
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.: Christopher P. Moran Started: 0700
Reported To: Finished: 1600
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX (1) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc
(1) Lacv Conslntction (1) PaCTnisl 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.
CROW 1, 5- 21 -09, ReO Page I of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0062
Service Date: 01/12/10 8901 Carpenter Frwy.
Report Date: 02/10/10 Revision 2 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:
Batch Time: Plant:
Truck No.: Ticket No.:
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
3 3/4 1 -3
3.6 3 -6
54
42
151.0
Laboratory Test Data
Sample Date:
01/12/10 Sample Time: 1017
Sampled By:
Christopher P. Moran
Weather Conditions:
Clear, light breeze
Accumulative Yards:
112 Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal):0
Tested
Water Added After (gal):
0
Sample Location:
Sta. 4 +25
Placement Location:
Pavement, Sta. 3 +40 to Sta. 5 +50
Set
Specimen
Diameter
Area
Date
Date
No.
ID
(in)
(sq in)
Received
Tested
2
1
6.00
28.27
01/13/10
01/19/10
2
2
6.00
28.27
01/13/10
01/26/10
2
3
6.00
28.27
01/13/10
02/09/10
2
4
6.00
28.27
01/13/10
02/09/10
Age at Maximum Compressive
Test Load
Strength
Fracture
(days) (lbs)
(psi)
Type
7 142,500
5,040
4
14 178,220
6,300
2
28 188,190
6,660
2
28 183,820
6,500
2
Average (28 days)
6,580
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
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.: Christopher P. Moran Started: 0700
Reported To: Finished: 1600
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX (1) 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 riecessarily indicative of the properties of other apparently similar or identical materials.
CR0001, 5.21 -09, Rev.3 Page 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT law
Report Number: 94091193.0062 ierracon
Service Date: 01/12/10 8901 Carpenter Frwy.
Report Date: 02/10/10 Revision 2 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:
Batch Time: Plant:
Truck No.: Ticket No.:
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
23/4 1 -3
5.2 3 -6
53
46
149.7
Sample Date:
01/12/10 Sample Time: 1042
Sampled By:
Christopher P. Moran
Weather Conditions:
Clear, light breeze
Accumulative Yards:
208 Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal):0
Water Added After (gal):
0
Sample Location:
Sta. 5 +25
Placement Location:
Pavement, Sta. 3 +40 to Sta. 5 +50
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
3
1
6.00
28.27
01/13/10
01/16/10
4
125,920
4,450
5
3
2
6.00
28.27
01/13/10
01/19/10
7
156,930
5,550
4
3
3
6.00
28.27
01/13/10
01/26/10
14
177,270
6,270
2
3
4
6.00
28.27
01/13/10
02/09/10
28
194,370
6,870
2
3
5
6.00
28.27
01/13/10
02/09/10
28
190,600
6,740
2
Average (28 days)
6,810
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required fie
samples.
Terracon Rep.: Christopher P. Moran Started: 0700
Reported To: Finished: 1600
Contractor: Lacy Construction
Report Distribution: Reviewed B
(1) City of Coppell TX (l) City of Coppell TX y'
(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.
CRa0o 1, 5- 21.09, Rev,3 Page 3 of 3
Senior Project Manager