ST0003-LR090126CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94081 163.0030
Service Date: 12/24/08
Report Date: 01/26/09
"Ireirracon
8901 Carpenter Frwy, Ste 100
Dallas, TX 75247
214 - 630 -1010
Client
Project
City of Coppell TX
Coppell Road - #ST00 -03
Attn: Albert Samaniego
Sandy Lake Road to
Engineering Dept
Cooper Lane
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94081 163
Material Information
Sample Information
Specified Strength: 4000 psi rr 28 days
Mix ID: 2501h
Supplier: Tiseo Paving Co
Batch Time: 0851 Plant: N/A
Truck No.: N/A Ticket No.: N/A
Field Test Data
Test
Stamp (in):
Air Content (` %o):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
6 1/2 3 -5
4.5 3 -6
65
55
148.0
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
1 1 6.00
28.27
12/26/08
12/31/08
1 2 6.00
28.27
12/26/08
01/21/09
1 3 6.00
28.27
12/26/08
01/21/09
12/24/08 Sample Time: 1000
Louis J. DeRossi
Sunny
100 Batch Size (cy): 10
Conveyor
0
0
See Placement Location
Approach @ Sta. 10 +80
Age at Maximum Compressive
Test Load
Strength
Fracture
(days) (lbs)
(psi)
Type
7 114,520
4,050
5
28 150,210
5,310
2
28 145,620
5,150
2
Average (28 days)
5,230
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Services: Obtain samples of fi concrete at the placement locations perform required field tests and cast compressive strength
samples.
Terracon Rep.: Louis J. DeRossi
Reported To:
Contractor: Tiseo
Report Distribution:
(1) City ol'Coppell Tx (1) Huitt Zollars me
(I ) Tisco Paving Company
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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CONCRETE COMPRESSIVE STRENGTH TEST REPORT
EM EM
Report Number: 94081 163.0030 iierracon
Service Date: 12/24/08 8901 Carpenter Frwy, Ste 100
Report Date: 01/26/09 Dallas, TX 75247
214 -630 -1010
Client Project
City of Coppel I TX Coppell Road - #ST00 -03
Attn: Albert Samaniego Sandy Lake Road to
Engineering Dept Cooper Lane
PO Box 9478 Coppell, TX
Coppell, TX 75019 Project Number: 94081163
Material Information Sample Information
Specified Strength: 4000
psi @ 28
days
Sample Date:
12/24/08 Sample Time: 1145
Maximum
Compressive
Sampled By:
Louis J. DeRossi
Mix ID: 2501 h
Date
Test
Weather Conditions:
Sunny
Supplier: Tiseo Paving Co
No. ID (in)
Accumulative Yards:
170 Batch Size (cy): 10
Batch Time: 1032
Plant:
N/A
Placement Method:
Type
Truck No.: N/A
Ticket No.:
N/A
Water Added Before (gal):
0
133,780
4,730
4
Water Added After (gal):
0
Field Test Data
01/21/09
28
Sample Location:
See Placement Location
Test
Result
Specification
Placement Location:
Approach @ Sta. 17 +25
Slump (in):
5
3 -5
2
Air Content (' %o):
4.5
3 -6
Average (28 days)
6,150
Concrete Temp. (F):
67
Ambient Temp. (F):
57
Plastic Unit Wt. (pcf):
148.0
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
12/26/08
12/31/08
7
133,780
4,730
4
2 2 6.00
28.27
12/26/08
01/21/09
28
173,580
6,140
2
2 3 6.00
28.27
12/26/08
01/21/09
28
174,060
6,160
2
Average (28 days)
6,150
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 co p s' strength
samples.
Terracon Rep.: Louis .I. DeRossi
Reported To:
Contractor: Tiseo
Report Distribution:
(1) City of Coppel I 'I'x (1) Huitt Zollnrs Inc Reviewed By:
(1) Tice„ 1 1 av11e C ,,,,, 1 , any Eric J. Cleveland, P.E.
Senior Project Engineer
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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