ST0701-LR100528CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0155 Irerracon
Service Date: 04/29/10 8901 Carpenter Frwy.
Report Date: 05/28/10 Revision 2 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: DCCOG504
Supplier: Redi -Mix
Batch Time: 1346 Plant: 259
Truck No.: 1264 Ticket No.: 25193196
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
3 3 -5
3.3 3 -6
89
84
147.0
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
Area
Date
(sq in)
Received
28.27
04/30/10
28.27
04/30/10
28.27
04/30/10
28.27
04/30/10
Sample Date:
04/29/10 Sample Time: 1428
Sampled By:
Jose A. Martinez
Weather Conditions:
Clear, windy
Accumulative Yards:
3 Batch Size (cy): 3
Placement Method:
Direct Discharge
Water Added Before (gal):0
108,050
Water Added After (gal):
0
Sample Location:
See Placement Location
Placement Location:
Wingwalls, East and West side of
05/27/10
bridge on westbound lane
Compressive
Age at
Maximum
Date
Test
Load
Tested
(days)
(lbs)
05/06/10
7
108,050
05/13/10
14
115,960
05/27/10
28
140,600
05/27/10
28
136,450
Average (28 days)
Compressive
Strength
Fracture
(psi)
Type
3,820
2
4,100
4
4,970
4
4,830
4
4,900
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 tZompressive strength
samples. /
Terracon Rep.: Jose A. Martinez
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX
(1) City of Coppell TX
(1) Lacy Construction
Started: 1030
Finished: 1530
(I) City of Coppell TX Reviewed By:
(2) Halff Assoc Inc
(l) PacTrust Pacific Realty Associates LP
Senior Project Manager
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, 4- 28-10, Rev.4 Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0174 Nerracon
Service Date: 05/20/10 8901 Carpenter Frwy.
Report Date: 06/01/10 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
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Project Number: 94091193
Material Information
Sample Information
Specified Strength: 4,000
psi @
28 days
Sample Date:
05/20/10
Sample Time:
1318
Sampled By:
Juan Lopez
Mix ID: DCSOHSO4
Weather Conditions:
Cloudy
Supplier: Redi -Mix
Accumulative Yards:
5
Batch Size (cy):
5
Batch Time: 1233
Plant:
259
Placement Method:
Bucket
Truck No.: 1383
Ticket No.: 25202205
Water Added Before (gal): 10
Water Added After (gal):
0
Field Test Data
Sample Location:
53' from W
end, bottom half
Test
Result
Specification
Placement Location:
Westbound
Concrete Rail at
Slump (in):
4 1/2
3 -5
Southwestern Bridge, 45'- 91'
from W
Air Content (' %o):
4.1
3 -6
end
Concrete Temp. (F):
93
Ambient Temp. (F):
85
Plastic Unit Wt. (pct):
144.5
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
1 1
6.00
28.27
05/21/10
05/27/10 7
105,010
3,710
2
1 2
6.00
28.27
05/21/10
06/03/10 14
1 3
6.00
28.27
05/21/10
06/17/10 28
1 4
6.00
28.27
05/21/10
06/17/10 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.: Juan Lopez Started: 110(
Reported To: Finished: 133(
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) PacTnist 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 forthe 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.
CRnout..t 2x -10, Rev.11 Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0176 1 Rea r r a c o n
Service Date: 05/21/10 8901 Carpenter Frwy.
Report Date: 06/01/10 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Attn: Keith Marvin
PO Boa 9478
Coppell, TX 75019
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Project Number: 94091193
Material Information
Sample Information
Specified Strength: 4,000
psi @
28 days
Sample Date:
05/21/10 Sample Time: 1620
Sampled By:
Juan Lopez
Mix ID: DCSOHSO4
Weather Conditions:
Sunny
Supplier: Redi -Mix
Accumulative Yards:
5 Batch Size (cy): 5
Batch Time: 1522
Plant:
259
Placement Method:
Bucket
Truck No.: 1333
Ticket No.:
25203080
Water Added Before (gal):0
Water Added After (gal):
0
Field Test Data
Sample Location:
100' from west end, bottom half
Test
Result
Specification
Placement Location:
Westbound Concrete Rail at
Slu►np (in):
4 1/2
3 -5
Southwestern Boulevard Bridge- 9P to
Air Content
4.8
3 -6
136' from the W end
Concrete Temp. (P):
96
Ambient Temp. (F):
94
Plastic Unit Wt. (pct):
142.4
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
1 1
6.00
28.27
05/22/10
05/28/10 7
93,700 3,310 4
1 2
6.00
28.27
05/22/10
06/04/10 14
1 3
6.00
28.27
05/22/10
06/18/10 28
1 4
6.00
28.27
05/22/10
06/18/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compre;
samples.
Terracon Rep.: Juan Lopez Started: 1400
Reported To: Finished: 1700
Contractor: Lacy Construction
Report Distribution:
(1) City ol'Coppell Tx (1) City of Coppell TX Reviewed By:
(1) City ol'Coppell Tx (2) I-Iatff Assoc Inc Eric J. C eve
(1) Lacy Construction (1) PacTrust Pacific Realty Associates LP Senior Project
strength
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.
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