ST9905-LR080715
CONCRETE COMPRESS WE STRENGTH TEST
Report Number: 94081124.0048
Service Date: July 3, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 9:25am Plant: On-site
Supplier: Taseo Paving
Truck No: Ticket No:
Mix 1.0. No.: 2478H
Water Added Onsite Before Test: 5 Gallons
Water Added Onsite After Test: 0 Gallons
Report Date: July 15, 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 3. 2008 Time: 9:30am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 30 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sta. 1 +62
Placement Location: Creekview Drive
Sta.1+62 toSta.11+10
Client:
City of Coppell TX
Attn: Rick O'Dell
Engineering Oept
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
2.00
4.5
89
94
153.6
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. 10 (inches) (sq. inches) Tested (days)
1 1 6.00 28.27 07/10/2008 7
1 2 07/31/2008 28
1 3 07/31/2008 28
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Maximum Compressive
Load Strenijth
(Ibs) (psi
139,080 4,920
The tests were performed in general accordance wilh 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 iocation(s) referenced and are not necessarily Indicative of the properties of other apparently similar or identical
materials.
Page 1 of 5
DI.oaRlROWUWf_"'-Y
CONCRETE COMPRESS WE STRENGTH TEST
Report Number: 94081124.0048
Service Date: July 3, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas. Texas 75247
(214) 630-1010
Batch Time: 10:31 am Plant: On-site
Supplier: Taseo Paving
Truck No: Ticket No:
Mix I.D. No.: 2478H
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Report Date: July 15, 2008
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Cappelli TX
Project No.: 94081124
Sample Information
Date Cast: July 3, 2008 Time: 10:40am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 139 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sta. 2+40
Placement Location:. Creekview Drive
Sta. 1 +62 to Sta. 11 +10
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
1.50
2.4
90
95
149.2
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. 10 (inches) (sq. inches) Tested (days)
2 1 6.00 28.27 07/10/2008 7
2 2 07/31/2008 28
2 3 07/31/2008 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)
158,200 5,590
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 2 of 5
01.00RlROI.FIlItX. Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0048
Service Date: July 3, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 12:07pm Plant: On-site
Supplier: Taseo Paving
Truck No: Ticket No:
Mix I.D. No.: 2478H
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Report Date: July 15, 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 3,2008 Time: 12:10pm
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 259 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sta.6+00
Placement Location: Creekview Drive
Sta. 1 +62 to Sta. 11 +1 0
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
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature, of:
. Plastic Unit Weight, pcf:
Result
3.00
4.5
91
96
146.2
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. 10 (inches) (sq. inches) Tested (days)
3 1 6.00 28.27 07/10/2008 7
3 2 07/31/2008 28
3 3 07/31/2008 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)
137,110 4,850
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 3 of 5
OI.C(iPJROI.FlllUI.KIIy
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0048
Service Date: July 3,2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 12:49pm Plant: On-site
Supplier: Taseo Paving
Truck No: Ticket No:
Mix 1.0. No.: 2478H
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Report Date: July 15, 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 3, 2008 Time: 12:55pm
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 389 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sta. 8+00
Placement Location: Creekview Drive
Sta.1+62 to Sta.11+10
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
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature, of:
Plastic Unit Weight, pcf:
Result
1.75
4.2
92
97
146.8
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C 1064
ASTM C138
Laboratorv Test Data
Age at
Set Specimen Diameter Area Date Test
No. 10 (inches) (sq. inches) Tested (days)
4 1 6.00 28.27 07/10/2008 7
4 2 07/31/2008 28
4 3 07/31/2008 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)
135,970 4,810
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 tlie wrillen 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 4 of 5
Ot.DGRlRDt.FutufeK.y
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0048
Service Date: July 3, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 1 :50pm Plant: On-site
Supplier: Taseo Paving
Truck No: Ticket No:
Mix 1.0. No.: 2478H
Water Added On site Before Test: 5 Gallons
Water Added Onsite After Test: 0 Gallons
Report Date: July 15, 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 3, 2008 Time: 1 :55pm
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 499 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sta.9+70
Placement Location: Creekview Drive
Sta. 1+62 to Sta. 11+10
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
3.50
5.8
92
98
145.2
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1 064
ASTM C138
Laboratory Test Data
Age at
Set Specimen Diameter Area Date Test
No. 10 (inches) (sq. inches) Tested ~
5 1 6.00 28.27 07/10/2008 7
5 2 07/31/2008 28
5 3 07/31/2008 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)
112,180 3,970
Report Distribution:
(1) Clly of Coppell TX
(1) Tiseo Paving Company
Reviewed by:
Terracon Rep: Johnny L. Clinton
rlc J. leveland, P.E.
Senio Project Engineer
The tests were performed in general accordance with applicable ASTM, MSHTO, or DOT test methods. This report Is exclusiv Iy 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 In 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 5 of 5
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