ST9905DR-LR080813
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0059
Service Date: July 15, 2008
lrerracan
8901 Carpenter Frwy, Ste #1 00
Dallas, Texas 75247
(214) 630-1010
Specification
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
07/22/2008 7 138,340 4,890
08/12/2008 28 174,600 6,170
08/12/2008 28 172,500 6,100
Average (28 Days) 6,140
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Client:
City of Coppell TX
AUn: Rick 0'Dell
Engineering Dept
QPO Box 9478
Coppell TX 75019
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time: 7:46am
Supplier: Tiseo Paving
Truck No:
Mix I.D. No.: 2478H
Water Added Onsite Before Test:
Water Added Onsite After Test:
Ticket No:
o Gallons
15 Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
3.50
3.2
89
91
148.0
Laboratory Test Data
Set
No.
1
1
1
Specimen
ID
1
2
3
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 28.27.
6.00 28.27
Report Date: August 13, 2008
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project No.: 94081124
Sample Information
Date Cast: July 15, 2008 Time: 7:45am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 60 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Turn lane ioto Creekview, NW corner
Placement Location: Bethel Turn Lanes
Sta. 12+00 to 13+00, Sta. 111 +50 to
112+00, and turn lane onto Creekview
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
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.
Page 1 of 2
01-BMS1RO'.f.Jl... KIY
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0059
Service Date: July 15, 2008
lrerracon
8901 Carpenter Frwy, Ste #1 00
Dallas, Texas 75247
(214) 630-1010
o Gallons
18 Gallons
Report Date: August 13, 2008
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project No.: 94081124
Samole Information .
Date Cast: July 15, 2008 Time: 1 0:25am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 150 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sta. 111 +50
Placement Location: Bethel Turn Lanes
Sta. 12+00 to 13+00, Sta. 111 +50 to
112+00, and turn lane onto Creekview
Client:
City of Coppell TX
AUn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time: 9:54am
Supplier: Tiseo Paving
Truck No:
Mix I.D. No.: 2478H
Water Added Onsite Before Test:
Water Added Onsite After Test:
Ticket No:
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
4.50
4.0
91
94
146.8
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C 1064
ASTM C138
Laboratorv Test Data
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
07/22/2008 7 139,670 4,940
08/12/2008 28 173,640 6,140
08/12/2008 28 169,570 6,000
Average (28 Days) 6,070
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Set
No.
2
2
2
Specimen
10
1
2
3
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 28.27
6.00 28.27
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Reviewed by:
Terracon Rep: Johnny L. Clinton
Eric J, Cle eland, P.E.
Senior Projec ngineer
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 atlhe location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 2 of 2
DI.aMSIR01-FlJII. KDY