ST0701-LR100126CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0062 Werracan
Service Date: 01/12/10 8901 Carpenter Frwy.
Report Date: 01/26/10 Revision 1 Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client
City of Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Project
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
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
2 1 -3
6.1 3 -6
52
40
147.5
Laboratory Test Data
Set Specimen
Diameter
No. ID
(in)
1 1
6.00
1 2
6.00
1 3
6.00
1 4
6.00
omments:
Samples Made By: Terracon
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
7
Water Added After (gal):
0
Sample Location:
Sta. 3 +40
Placement Location:
Pavement, Sta. 3 +40 to Sta. 5 +50
Age at
Area
Strength Fracture
(Ibs) (
Test
(sq in)
5,240 4
170,420 6
(days)
28.27
7
28.27
14
28.27
28
28.27
28
Date
Received
01/13/10
01/13/10
01/13/10
01/13/10
Date
Tested
01/19/10
01/26/10
02/09/10
02/09/ 10
Maximum Compressive
Load S
Strength Fracture
(Ibs) (
(psi) Type
148,250 5
5,240 4
170,420 6
6,030 2
esh concrete at the placement locations, perform required field tests and cast eornpressive strength
samples.
Terracon Rep.: Christopher P. Moran Started: 0700
Reported To: Finished: 1600
Contractor: Lacy Construction
Report Distribution:
(I) City of Coppell TX (I) City of Coppell TX
(I) City of Coppell TX (2) Halff Assoc Inc
(I) Lacy Constniclion (1) PacTrusl 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 -2 I -09, Rev.J Page]
of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0062 "Irerracon
Service Date: 01/12/10 8901 Carpenter Frwy.
Report Date: 01/26/10 Revision 1 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Plant:
Ticket No.:
Result Specification
3 3/4 1 -3
3.6 3 -6
54
42
151.0
ect Number: 94091193
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Sample Information
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
Date
Water Added After (gal):
0
Sample Location:
Sta. 4 +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
2 1
6.00
28.27
01/13/10
01/19/10
7
142,500
5,040
4
2 2
6.00
28.27
01/13/10
01/26/10
14
178,220
6,300
2
2 3
6.00
28.27
01/13/10
02/09/10
28
2 4
6.00
28.27
01/13/10
02/09/10
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.: 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 necessarily indicative of the properties of other apparently similar or identical materials.
CROOO1, 5- 21 -09, Rm3 Page 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0062 Irerracon
Service Date: 01/12/10 8901 Carpenter Frwy.
Report Date: 01/26/10 Revision 1 Dallas, TX 75247
214 - 630 -101 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
Laboratory Test Data
Set Specimen
No. ID
Diameter
(in)
6.00
6.00
6.00
6.00
6.00
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
4
Water Added After (gal):
0
Sample Location:
Sta. 5 +25
Placement Location:
Pavement, Sta. 3 +40 to Sta. 5 +50
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
01/13/10
01/16/10
4
28.27
01/13/10
01/19/10
7
28.27
01/13/10
01/26/10
14
28.27
01/13/10
02/09/10
28
28.27
01/13/10
02/09/10
28
Maximum Compressive
Load
Strength
Fracture
(lbs)
(psi)
Type
125,920
4,450
5
156,930
5,550
4
177,270
6,270
2
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.: Christopher P. Moran Started: 0700
Reported To: Finished: 1600
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) City of Coppell TX (1) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc
(1) Lacy Construction (1) PacTmst 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