ST9905DR-LR080825
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0076
Service Date: July 25, 2008
lrerracan
8901 Carpenter F.rwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 8:2.5am Plant: 125
Supplier: Southern Star
Truck No: 7039 Ticket No: 01322933
Mix 1.0. No.: 9363
Water Added Onsite Before Test: 10Gallons
Water Added Onsite After Test: 0 Gallons
Report Date: August 25, 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 25, 2008 Time: 9:15am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 9 Batch Size (cy): 9.00
Placement Method: Direct Discharge
Sample Locations: NE corner at back driveway
Placement Location: W side of crosswalk at USPS driveway &
driveway at back of USPS driveway
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
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
5.00
3.1
92
94
148.0
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Laboratory Test Data
Age at Maximum Compressive
Test Load Strength
(days) (Ibs) (psi)
7 99,710 3,530
28 131,360 4,650
28 124,880 4,420
Average (28 Days) 4,540
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
Date
Tested
08/01/2008
08/22/2008
08/22/2008
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Reviewed by:
Terracon Rep: Johnny L. Clinton
Eric J. CI eland, P.E.
Senior Pr ject 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
Dt.MVVB/RO'-F1ALn ~ey
CONCRETE COMPRESSIVE STRENGTH TEST r
Report Number: 94081124.0096
Service Date: August 16, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
o Gallons
o Gallons
Report Date: August 25, 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: August 16,2008 Time: 12:20pm
Sampled by: Ashton L. Varnell
Weather Conditions: Cloudy
Accumulative Yards: 10 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: East part of Intersection at Bethel & Royal
Placement Location: East bound lanes on Bethel & Royal
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
Batch Time:
Supplier: Tiseo Paving
Truck No:
Mix 1.0. No.: 2478H
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature, of:
Plastic Unit Weight, pcf:
Ticket No:
Result
5.00
4.9
92
76
149.9
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Laboratory Test Data
Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
1 1 6.00 28.27 08/23/2008 7
1 2 09/13/2008 28
1 3 09/13/2008 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Maximum Compressive
Load Strength
(Ibs) (psi)
116,050 4,100
Terracon Rep: Ashton L. Varnell
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Reviewed by:
eveland, P.E.
roject Engineer
The tests were performed In general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusivel or 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 localion(s) referenced and are not necessarily indicative of the properties of other apparently similar or Identical
materials.
Page 1 of 1 _
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