ST9905-LR080502
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0002
Service Date: April 23, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 1 :28pm Plant: 3
Supplier: Lattimore Materials
Truck No: 5023 Ticket No: 3247749
Mix I.D. No.: 1701
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Report Date: May 02, 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 23, 2008 Time: 2:21 pm
Sampled by: Christopher W. Eubanks
Weather Conditions: Cloudy
Accumulative Yards: 10 Batch Size (cy): 10.00
Placement Method: Crane & Bucket
Sample Locations: Two South Walls at Sta. 4+48 to 4+86
Placement Location: Culvert Walls at Sta. 4+48 to 4+86 and
Footing at Sta. 4+10 to 4+48
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, pet:
Result
5.00
3.0
83
80
146.8
Specification
Test Method
ASTM C143
ASTM C231
ASTM C 1 064
ASTM C 1 064
ASTM C138
Laboratory Test Data
Age at
Set Specimen Diameter Area Date Test
No. 10 (inches) (sq. inches) Tested (days)
1 1 6.00 28.27 04/30/2008 7
1 2 OS/21/2008 28
1 3 OS/21/2008 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)
107,610 3,810
Terracon Rep: Christopher W. Eubanks
Started: 1330
Report Distribution:
(1) City of Coppell TX
Reviewed by:
Eric . Clev land, 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 location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 1
01-MWB/R01.FuIUft Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0001
Service Date: April 22, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
City of Coppell TX
Attn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Material Information
Specified Strength: 4000 psi @ 28 Days
Report Date: May 02, 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 22, 2008 Time: 1 :36pm
Sampled by: Gregory L. Warren
Weather Conditions: Clear
Accumulative Yards: 10 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sta. 17+50
Placement Location: Box Culvert Top
Sta. 17+50 to 18+50
Batch Time: 12:55pm Plant: 7
Supplier: Lattimore Materials
Truck No: 959 Ticket No: 7191356
Mix 1.0. No.: 1851
Water Added Onsite Before Test 10 Gallons
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:
Result
4.00
2.5
86
87
151.2
Specification
Test Method
ASTM C143
ASTM C231
ASTM C 1 064
ASTM C 1 064
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 04/29/2008 7
1 2 OS/20/2008 28
1 3 OS/20/2008 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)
99,550 3,520
Terracon Rep: Gregory L. Warren
Started: 1200
1630
Report Distribution:
(1) City of Coppell TX
Reviewed by:
ric . leveland, 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 location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 1
01.MWBJR01-FlJlure Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0003
Service Date: April 22, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 1 :56pm Plant: 125
Supplier: Southern Star
Truck No: 9031 Ticket No: 1249487
Mix I.D. No.: D9339
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Report Date: May 02, 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 22, 2008 Time: 2:43pm
Sampled by: Gregory L. Warren
Weather Conditions: Clear
Accumulative Yards: 9 Batch Size (cy): 9.00
Placement Method: Direct Discharge
Sample Locations: Sta. 66+25
Placement Location: Sidewalk, East bound
Sta. 65+50 to 66+60
Client:
City of Coppell TX
Attn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Material Information
Specified Strength: 3000 psi @ 28 Days
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature, of:
Plastic Unit Weight, pcf:
Result
4.50
4.1
89
90
144.4
Specification
Test Method
ASTM C143
ASTM C231
ASTM C 1064
ASTM C 1064
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 04/29/2008 7
1 2 OS/20/2008 28
1 3 OS/20/2008 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)
67,950 2,400
Terracon Rep: Gregory L. Warren
Report Distribution:
(1) City of Coppell TX
Reviewed by:
ric J. C veland, P.E.
Senior roject 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 location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 1
OI.MWB/R01-Ful.ure Key