ST0702-LR090929CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 174.0027
Age at
Maximum
err
Set Specimen Diameter
Area
Date
Service Date: 09/21/09
Test
Load
8901 Carpenter Frwy.
Report Dale. 09 /29/09
(sq in)
Received
Dallas, TX 75247
(days)
(Ibs)
(psi) Type
214- 630 -1010 Reg No: F -3272
Client
09/22/09
Project
7
City of Coppell TX
4,030 4
Coppell Road - 9ST07 -02
28.27
Attn: Rick O'Dell
10/05/09
Bethel Road to
Engineering Dept
1 _, 6.00
SOUthwestern Blvd.
09/22/09
PO Box 9478
28
Coppell, TX
Coppell, TX 75019
28.27
Project Number: 94091174
Material Information
28
Sample Information
Specified Strength: 4,000 psi @ 28 days
Sample Date:
09/21/09 Sample Time: 1545
Sampled By:
Ashton L. Varnell
Mix ID: 1701
Weather Conditions:
Partly cloudy & windy
Supplier: Lattimore
Accumulative Yards:
6 Batch Size (ey): 6
Batch Time: 1456
Plant: 3
Placement Method:
Direct Discharge
Truck No.: 9141
Ticket No.: 3269416
Water Added Before (gal): 0
Water Added After (gal):
0
Field Test Data
Sample Location:
Sta. 1 +80 & 8 +15
Test
Result Specification
Placement Location:
Inlets, South bound
Slump (in):
4 1/4
Air Content ('X.):
2.8
Concrete Temp. (F):
87
Ambient Temp. (F):
90
Plastic Unit Wt. (pcf):
149.0
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)
(Ibs)
(psi) Type
1 1 6.00
28.27
09/22/09
09/28/09
7
113,810
4,030 4
1 2 6.00
28.27
09/22/09
10/05/09
14
1 _, 6.00
28.27
09/22/09
10/19/09
28
1 4 6.00
28.27
09/22/09
10/19/09
28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fi concrete at the placement locations perform required field tests and c t c ressive strength
samples.
Terracon Rep.: Ashton L. Varnell Started: 1430 All
Reported To: Finished: 1700
Contractor: .IR.I Paving
Report Distribution:
(1) City of Coppell Tx (1) Freese and Nichols Inc Reviewed By:
(1)nz.11;,,i „p 1.1' J. Cleveland, P.E.
for 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.
CR00411. i -7 t.o�,, u-., Page I ol' I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94091174.0013
Service Date: 09/01/09 8901 Carpenter Frwy.
Report Date: 09/29/09 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 @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1428 Plant: 07
Truck No.: 3012 Ticket No.: 7209830
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
09/01/09 Sample Time: 1515
Jesus Rojas
Clear
8 Batch Size (cy): 8
Direct Discharge
0
0
Inlet walls
Inlet walls at Sta. 19 +50
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result
4
4.0
95
88
143.0
Specification
Laboratory Test Data
Set Specimen
Diameter
Area
Date
No. ID
(in)
(sq in)
Received
] 1
6.00
28.27
09/02/09
1 2
6.00
28.27
09/02/09
1 3
6.00
28.27
09/02/09
1 4
6.00
28.27
09/02/09
Compressive
Age at
Maximum
Date
Test
Load
Tested
(days)
(lbs)
09/08/09
7
121,460
09/15/09
14
131,260
09/29/09
28
148,350
09/29/09
28
143,630
Average
(28 days)
Compressive
Strength
Fracture
(psi)
Type
4,300
4
4,640
4
5,250
4
5,080
4
5,170
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 compressive st ength
samples.
Terracon Rep.: Jesus Rojas
Reported To:
Contractor: JRJ Paving
Report Distribution:
(1) City of Coppell TX (1) Freese and Nichols Inc Reviewed By:
(1) JRJ Paving LP Eric J. Cl veland, P.E.
Senior Pr 'ect 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, 5.21 -09, RevJ Page I of I