ST0702-LR090916CONCRETE COMPRESSIVE STRENGTH TEST REPORT
"Irerracon
Report Number: 94091 174.0018
28 days
Sample Date:
09/08/09 Sample Time:
Service Date: 09 /08/09
8901 Carpenter Frwy.
Report Date: 09/16/09
Dallas, TX 75247
214 -630 -1010 ReQ 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, "rX 75019
Project Number: 94091 174
Material Information
Sample Information
Specified Strength:
4,000 psi @
28 days
Sample Date:
09/08/09 Sample Time:
1500
Sampled By:
Francisco J. Morillo
Mix 1701
Weather Conditions:
Clear
i e
Supplier: La ttim 01 C
Accumulative Yards:
7.5 Batch Size (cy):
7.5
Batch Time: 1355
Plant:
3
Placement Method:
Direct Discharge
Truck No.: 7069
Ticket
No.:
3269020
Water Added Before (gal):
0
Field Test Data
Water Added After (gal):
0
Sample Location:
Sta. 8 +81
Test
Result
Specification
Placement Location:
Inlet Q South Coppell Road
Slump (in):
4
Air Content ( %6):
4.0
Concrete Temp. (F):
86
Ambient Temp. (F):
89
Plastic Unit Wt. (pcf):
Laboratory Test Data
Set Specimen
Diameter
Area
Date
Age at Maximum Compressive
Date Test Load Strength Fracture
No. ID
(in)
(sq in)
Received
Tested (days)
(Ibs) (psi)
Type
1 1
6.00
28.27
09/09/09
09/15/09 7
123,170 4,360
5
1 2
6.00
28.27
09/09/09
09/22/09 14
1 -7
6.00
28.27
09/09/09
10/06/09 28
1 4
6.00
28.27
09/09/09
10/06/09 28
Comments: Not tested for plastic unit weight
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required fie
samples.
Terracon Rep.: Francisco J. Morillo
Reported To:
Contractor: .IR.I Paving
Report Distribution:
(1) City urcoppell 'I's (1) Freese and Nichols Inc Reviewed By:
(1).111.1 Paving 1.1'
Test Methods: ASTM C 31, ASTM C39, 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.
rnnnui, s- , � - uo. n—, Page I of
Senior Project Manager
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0013 Irerracon
Service Date: 09/01/09 8901 Carpenter Frwy.
Report Date: 09/16/09 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
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef)
Result Specification
4
4.0
95
88
143.0
Laboratory Test Data
Set
Specimen
Diameter
No.
ID
(in)
1
I
6.00
1
2
6.00
1
3
6.00
1
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:
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
09/02/09
09/08/09
7
28.27
09/02/09
09/15/09
14
28.27
09/02/09
09/29/09
28
28.27
09/02/09
09/29/09
28
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
Maximum Compressive
Load
Strength Fracture
(lbs)
(psi) Type
121,460
4,300 4
131,260
4,640 4
Uomments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required fie
samples.
Terracon Rep.: Jesus Rojas
Reported To:
Contractor: JRJ Paving
Report Distribution: Reviewed B
(1) City of Coppell TX (I) Freese and Nichols Inc y
(1)JRJPaving 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 propert
ies of other apparently similar or identical materials.
CROOOI, 5- 21 -09, Rev.J Page 1 of
Senior Project Manager