ST0702-LR100210CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0085 IrerraC@3n
Service Date: 01/26/10 8901 Carpenter Frwy.
Report Date: 02/10/10 Revision 1 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Coppell Road - #ST07 -02
Attn: Rick O'Dell
Bethel Road to
Engineering Dept
Southwestern Blvd.
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94091174
Material Information
Specified Strength: 3,600 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 0856 Plant: 7
Truck No.: 3012 Ticket No.: 7214261
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
4 3 -5
4.4 3 -6
59
42
150.0
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
ments:
Samples Made By: Terracon
Sample Information
Sample Date:
01/26/10 Sample Time: 0925
Sampled By:
Barry Cuble
Weather Conditions:
Sunny, light breeze
Accumulative Yards:
20 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
10
Water Added After (gal):
0
Sample Location:
ITS of curb and 15' W of E curb
Placement Location:
Pavement, head -in parking, E side of
02/23/10
Coppell Road
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
01/27/10
02/02/10
7
28.27
01/27/10
02/09/10
14
28.27
01/27/10
02/23/10
28
28.27
01/27/10
02/23/10
28
Maximum Compressive
Load
Strength Fracture
(lbs)
(psi)` Type
151,370
5,350 2
165,280
5,850 2
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Barry Cuble Started: 0830
Reported To: Finished: 1430
Contractor: JRJ Paving
Report Distribution:
(1) Cily of Coppell TX (1) Freese and Nichols Inc
(I) JRJ Paving 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.] Page 1 of 2
CONCRETE COMPRESSIVE STRENGTH TEST REPORT IBM
Report Number: 94091174.0085 ierracon
Service Date: 01/26/10 8901 Carpenter Frwy.
Report Date: 02/10/10 Revision 1 Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Coppell Road - #ST07 -02
Attn: Rick O'Dell
Bethel Road to
Engineering Dept
Southwestern Blvd.
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94091174
Material Information
Sample Information
Specified Strength: 3,600 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1155 Plant: 7
Truck No.: 7025 Ticket No.: 7214279
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
3 3/4 3 -5
4.7 3 -6
64
54
150.5
Laboratory Test Data
Set
Specimen
Diameter
Area
No.
ID
(in)
(sq in)
2
1
6.00
28.27
2
2
6.00
28.27
2
3
6.00
28.27
2
4
6.00
28.27
Date
01/26/10 Sample Time: 1221
Test
Received
Tested
(days)
01 /27/ 10
130 Batch Size (cy): 10
7
01/27/10
Water Added Before (gal):10
14
01/27/10
0
28
01/27/10
28
Sample Date:
01/26/10 Sample Time: 1221
Sampled By:
Barry Cuble
Weather Conditions:
Sunny, light breeze
Accumulative Yards:
130 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):10
Water Added After (gal):
0
Sample Location:
15'N of S curb and 10' W of E curb
Placement Location:
Pavement, head -in parking, E side of
Coppell Road
Age at
Date
02/02/ 10
02/09/ ] 0
02/23/ 10
02/23/10
Maximum Compressive
Load
Strength Fracture
(lbs)
(psi) Type
138,550
4,900 4
150,490
5,320 2
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required fie
samples.
Teri-aeon Rep.: Barry Cuble Started: 0830
Reported To:
Contractor: JRJ Paving
Report Distribution:
(I) City or Coppell TX
(1)JRJPaving LP
(1) Freese and Nichols Inc
Reviewed By:
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
Finished: 1430
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 t, 5- 21-09, Rev.J Page 2 of 2
Senior Project Manager