ST0702-LR100127CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091174.0078 Irerracon
Service Date: 01/13/10 8901 Carpenter Frwy.
Report Date: 01/27/10 Revision I 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
Sample Date:
01/13/10 Sample Time:
Sampled By:
John Halverson
Mix ID: 1701
Weather Conditions:
Clear
Supplier: Lattimore
Accumulative Yards:
10 Batch Size (cy):
Batch Time:
Plant:
07
Placement Method:
Direct Discharge
Truck No.: 9115
Ticket No.:
7213807
Water Added Before (gal):0
Water Added After (gal): 0
Field Test Data
Sample Location:
North of railroad tracks
Test
Result
Specification
Placement Location:
Two inlets at northbound side
of road
Slump (in):
5 1/2
Air Content ( %):
3.8
Concrete Temp. (F):
55
Ambient Temp. (F):
40
Plastic Unit Wt. (pcf):
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
1 1
6.00
28.27
01/14/10
01/20/10 7
152,120 5,380
2
1 2
6.00
28.27
01/14/10
01/27/10 14
165,740 5,860
4
1 3
6.00
28.27
01/14/10
02/10/10 28
1 4
6.00
28.27
01/14/10
02/10/10 28
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 ompressive strength
samples.
Terracon Rep.: Terry Smith Insp /Testing Started: 1400
Reported To: Finished: 1730
Conti - actor: 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 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 I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT EM am
Report Number: 94091 174.0081 lerracon
Service Date: 01/19/10 8901 Carpenter Frwy.
Report Date: 01/27/10 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: 3,600 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 0639 Plant: 3
Truck No.: 5023 Ticket No.: 3273054
Field Test Data
Test
Slump (in):
Air Content (' %o):
Concrete Temp. (F):
Ambient Temp. (f+):
Plastic Unit Wt. (pct):
Result Specification
41/4 3 -5
5.2 3 -6
67
59
147.5
Sample Date:
01/19/10 Sample Time: 0731
Sampled By:
Barry Cuble
Weather Conditions:
Parly sunny, light breeze
Accumulative Yards:
20 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):5
Date
Water Added After (gal):
0
Sample Location:
East turn lane at INN of S curb, 5'W &
No. ID
E
Placement Location:
Pavement, eastbound turn lane off
Tested
Burns Street and Coppell Road; N & S
(lbs)
entry at southbound Coppell Road
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
1 1
6.00
28.27
01/20/10
01/26/10
7
111,250
3,940 2
1 2
6.00
28.27
01/20/10
02/02/10
14
1 3
6.00
28.27
01/20/10
02/16/10
28
1 4
6.00
28.27
01/20/10
02/16/10
28
Comments:
Samples Made 13y: Terracon
Services: Obtain samples of fresh concrete at the placement locationq perform required fie
samples.
Terracon Rep.: Barry Cuble Started: 0600
Reported To:
Contractor: .IR.I Paving
Report Distribution:
(1) oily of coppcll Tx
(1),IR.II'avhig 1.1
(1) Freese mid Nichols Inc
Finished: 1100
Reviewed By:
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.
CRnunl. 5.21.417. He,.3 Page I of