ST9905-LR080616
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0025
Service Date: May 16, 2006
lrerracan
8901 Carpenter F'fW'/, ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 12:08pm Plant: 7
Supplier: Lattimore Materials
Truck No: 9115 Ticket No: 7192488
Mix I.D. No.: 1701
Water Added Onsite Before Test: 0 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, pet:
Report Date: June 16, 2006
Project: Bethel Road I - #5T 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project No.: 94061124
Samole Information
Date Cast: May 16,2006 Time: 1:15pm
Sampled by: Ira S. Haynes
Weather Conditions: Clear
Accumulative Yards: 40 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sta. 5+50
Placement Location: Box culvert base
Client:
City of Coppell TX
AUn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppel! TX 75019
Material Information
Specified Strength: 3600 psi @ 28 Days
Result
4.50
2.3
81
74
152.4
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Laboratory Test Data
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
OS/23/2008 7 97,270 3,440
06/13/2008 28 125,790 4,450
06/13/2008 28 122,460 4,330
Average (28 Days) 4,390
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 Coppell TX
(1) Tiseo Paving Company
Reviewed by:
Terracon Rep: Ira S. Haynes
rlc . CI la d, P.E.
Senior Project nglneer
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 fuli 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 1
OI~01--FuluteKey
REPORT OF SOil-LIME MIXTURE PULVERIZATION
lrerracan
Consultlna Enalneers & SClenllsts
8901 Carpenler Frwy., Suite #100
Dallas. Texas 75247
(214.630-1010
Date of Service: 06/16/08
Client No.: 18390
Client: City of Coppell TX
Engineering Dept
PO Box 9478
Coppell, TX 75019
Report No.: 94081124.0031
Project No.: 94081124
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Contractor:
Test Location: E Bound, Bethel Rd.
Sta. 0+00 - Sta. 9+50
Specification Requirements:
Minimum Passing 1-3/4" Sieve: 100%
Minimum Passing #4 Sieve: 60%
Sample Condition: Field Moist
Test Method: NCTCOG
TEST LOCATION 1-3/4" SIEVE #4 SIEVE
NO. % PASSING % PASSING
1 Sta. 0+50, 30' right of center line 100 80
2 Sta. 5+00, 10' right of center line 100 75
3 Sta. 8+00, 10' right of center line 100 76
Comments:
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Technician: B. Hatch
Eric 1. Cleveland, P .E.
Senior Project Engineer
dgr
This report is exclusively for the use of the client indicated above and shall not be reproduced in full without written approval ofTemean.