ST0702-LR091005CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94091174.0025
Service Date: 09/18/09 8901 Carpenter Frwy.
Report Date: 10/05/09 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:
1453
Truck No.:
3034
Plant: 3
Ticket No.: 3269347
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
3
3.0
89
85
151.2
Laboratory Test Data
Set Specimen
Diameter
Area
Date
No. ID
(in)
(sq in)
Received
1 1
6.00
28.27
09/19/09
1 2
6.00
28.27
09/19/09
1 3
6.00
28.27
09/19/09
1 4
6.00
28.27
09/19/09
Sample Date:
09/18/09 Sample Time: 1540
Sampled By:
Ashton L. Varnell
Weather Conditions:
Cloudy, windy
Accumulative Yards:
2.25 Batch Size (cy): 2.25
Placement Method:
Direct Discharge
Water Added Before (gal):
10
Water Added After (gal):
0
Sample Location:
See Placement Location
Placement Location:
Inlet Top, 815 Coppell Rd
Age at
Date
Test
Tested
(days)
09/25/09
7
10/02/09
14
10/16/09
28
10/16/09
28
Maximum Compressive
Load
Strength Fracture
(lbs)
(psi) Type
114,520
4,050 5
125,630
4,440 4
Comments:
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.: Ashton L. Varnell Started: 1400
Reported To: Finished: 1600
Contractor: JRJ Paving
Report Distribution:
(1) City of Coppell TX (1) Freese and Nichols Inc Reviewed By:
(1) JRJ Paving LP Eric J Cleveland, P.E.
Senior 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 propertles of other apparently similar or identical materials.
CR0001, 5- 21 -09, Rev.I Page 1 of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94091174.0027
Service Date: 09/21/09 8901 Carpenter Frwy.
Report Date: 10/05/09 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 c@7r 28 days
Mix 1D: 1701
Supplier: Lattimore
Batch Time: 1456 Plant: 3
Truck No.: 9141 Ticket No.: 3269416
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
41/4
2.8
87
90
149.0
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
Sample Date:
09/21/09 Sample Time: 1545
Sampled By:
Ashton L. Varnell
Weather Conditions:
Partly cloudy & windy
Accumulative Yards:
6 Batch Size (cy): 6
Placement Method:
Direct Discharge
Water Added Before (gal):0
Water Added After (gal): 0
Sample Location:
Sta. 1 +80 & 8 +15
Placement Location:
Inlets, South bound
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
09/22/09
09/28/09
7
28.27
09/22/09
10/05/09
14
28.27
09/22/09
10/19/09
28
28.27
09/22/09
10/19/09
28
Maximum Compressive
Load
Strength Fracture
(lbs)
(psi) Type
113,810
4,030 4
122,350
4,330 4
Comments:
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.: Ashton L. Varnell Started: 1430
Reported To: Finished: 1700
Contractor: JRJ Paving
Report Distribution:
(1) City ofCoppell TX (1) Freese and Nichols Inc Reviewed By:
(1) 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.3 Page 1 of 1