ST9905-LR080529
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0006
Service Date: April 29, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 1 :20pm Plant: 3
Supplier: Lattimore Materials
Truck No: 972 Ticket No: 3247893
Mix I.D. No.: 1701
Water Added Onsite Before Test: OGallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Report Date: May 29. 2008
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project No.: 94081124
Sam"/e Information
Date Cast: April 29, 2008 Time: 2:25pm
Sampled by: Gregory L. Warren
Weather Conditions: Clear, mild winds
Accumulative Yards: 10 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sta. 63+15
Placement Location: Culvert Walls
Client:
City of Coppell TX
Attn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Material Information
Specified Strength: 3600 psi @ 28 Days
Result
3.00
3.0
80
80
146.0
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Laboratorv Test Data
Age at Maximum compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
05/06/2008 7 104,880 3,710
OS/27/2008 28 128,510 4,540
OS/27/2008 28 127,600 4,510
. Average (28 Days) 4,530
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Set
No.
1
1
1
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 ofCoppell TX
(1) Tiseo Paving Company
Reviewed by:
Terracon Rep: Gregory L. Warren
ErlcJ. Cleve and, P.E.
Senior Project Engineer
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 locatlon(s) referenced and are not necessarily Indicative of the properties of other apparently similar or Identical.
materials.
Page 1 of 1
01-M'NBIRO'\.FtAan Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0006
Service Date: April 29, 2008
. lrerracan
8901 Carpenter Frwy, Ste#100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 1 :20pm Plant: 3
Supplier: Lattimore Materials
Truck No: 972 Ticket No: 3247893
Mix 1.0. No.: 1701
Water Added Onsite Before Test: o Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Slump, inches:
Air content, %:
Concrete Temperature, of:
Ambient Temperature,DF:
Plastic Unit Weight, pcf:
Report Date: May 29,2008
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: April 29, 2008 Time: 2:25pm
Sampled by: Gregory L. Warren
Weather Conditions: Clear, mild winds
Accumulative Yards: 10 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sta. 63+15
Placement Location: Culvert Walls
Client:
City of Coppell TX
Attn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Material Information
Specified Strength: 3600 psi @ 28 Days
Result
3.00
3.0
80
80
146.0
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Laboratorv Test Data
Age at Maximum Compressive
Date Test Load Strength
Tested (days) Ubs) (psi)
05/0612008 7 104,880 3,710
05/27/2008 28 128,510 4,540
05/27/2008 28 127,600 4,510
Average (28 Days) 4,530
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Set
No.
1
1
1
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 Cappell TX
(1) Tiseo Paving Company
Reviewed by:
Terracon Rep: Gregory L. Warren
Eric J. Clev and, P.E.
Senior Project Engineer
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 ate only applicable
to the actual samples tested at tile loeatlon(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 1
OI-MWBIR01-FUin Koy