ST0702-LR090921R ONCRETE . C r OMPRE�S�SIVE STRENGTH TEST REPORT Irerracon
Service Date: 09 /03/09 8901 Carpenter Frwy.
Report Date: 09/21/09 Dallas, TX 75247
214- 630 -1010 Reg No• F -3272
Client
Project
City of Coppell TX
Coppell Road - #ST07 -02
Attn: Rich O'Dell
Bethel Road to
Engineering Dept
Southwestern Blvd.
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94091 174
Material Information
Sample Information
Specified Strength: 4,000 psi a 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1401 Plant: 07
Truck No.: 7003 Ticket No.: 7210005
Field Test Data
Test
Result
Slump (ill):
3 1/4
Air Content (' %,):
4.3
Concrete Temp. (F):
95
Ambient Temp. (F):
86
Plastic Unit Wt. (pef):
149.5
Specification
Laboratory Test Data
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
Set Specimen
Diameter
Area
Date
Date
No. I D
(in)
(sq in)
Received
Tested
I 1
6.00
28.27
09/04/09
09/10/09
2
6.00
28.27
09/04/09
09/17/09
1 3
6.00
28.27
09/04/09
10/01/09
I 4
6.00
28.27
09/04/09
10/01/09
mments:
09/03/09 Sample Time: 1459
Juan Lopez
Cloudy w /mild winds
8 Batch Size (cy): 8
Direct Discharge
5
0
N Wall, bottom half at Sta. 8 +81
Headwalls at Sta. 8 +81
Age at
Maximum
Test
Load
(days)
(Ibs)
7
130,800
14
141,250
28
28
Compressive
Strength Fracture
(psi) Type
4,630 4
5,000 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.: Juan Lopez Started: 1400
Reported To: Finished: 1630
Contractor: JR.I Paving
Report Distribution:
( I) Ciry olToppelI TX (1) Freese and Nichols Inc Reviewed By:
(1),IR.I1 LI'
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.
i 1(01101. s- 2 1 -11 Hor : Page I of
CONCRETE COMPRESSIVE STRENGTH TEST REPORT IMI JIM
Report Number: 94091 174.0019 lVerracon
Service Date: 09 /09/09 8901 Carpenter Frwy.
Report Date: 09/21/09 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: 4,000 psi a 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1436 Plant: 3
Truck No.: 5034 Ticket No.: 3269123
Field Test Data
Test
Result Specification
Slump (in):
4
Air Content
4.5
Concrete Temp. (F):
89
Ambient Temp. (F):
92
Plastic Unit Wt. (per):
Laboratory Test Data
Set Specimen
Diameter
No. ID
(in)
1 1
6.00
I 2
6.00
1 3
6.00
I 4
6.00
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
09/09/09 Sample Time: 1530
Francisco J. Morillo
Clear
8 Batch Size (cy): 8
Direct Discharge
0
5
Sta. 8 +64
Inlet at Coppell Rd.
Age at Maximum
Area
Test Load
(sq in)
(days) (lbs)
28.27
7 131,530
28.27
14
28.27
28
28.27
28
Date
Received
09/ 10/09
09/ 10/09
09/ 10/09
09/ 10/09
Date
Tested
09/ 1 G/09
09/23/09
10/07/09
10/07/09
Compressive
Strength Fracture
(psi) Type
4,650 4
Comments: Not
tested for plastic unit weight.
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast
samples. ,
Terracon Rep.: Francisco J_ Morillo Started: 1300
Reported To: Finished: 1600
Contractor: .IR,I Paving
Report Distribution:
(I) Ciry of C'oppcll 1'x (I) Freese and Nichols Inc Reviewed By:
(1)1R.1 11a, +n LI'
Eric J. leveland, P.E.
Senior Project Manager
Test Methods: ASTM C 31, ASTM 639, ASTM 6138, ASTM 6143, ASTM 6172, ASTM 6231, ASTM 61064, ASTM 61231
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,
rKnH
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