ST9905DR-LR080815
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0090
Service Date: August 7,2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 9:58am Plant: 3
Supplier: Lattimore Material Co
Truck No: 7069 Ticket No: 3253813
Mix I.D. No.: 1261
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Report Date: August 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: August 7, 2008 Time: 11 :25am
Sampled by: Ashton L. Varnell
Weather Conditions: Clear
Accumulative Yards: 9 Batch Size (cy): 9.00
Placement Method: Direct Discharge
Sample Locations: Lightpost W Minyard property line in median
Placement Location: Lightpost in Median from W Minyard property
line to Freeport
Client:
City of Coppell TX
Attn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppel! 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
3.25
4.2
91
89
141.2
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)
1 1 6.00 28.27 08/14/2008 7
1 2 09/04/2008 28
1 3 09/04/2008 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)
82,580 2,920
Terracon Rep: Ashton L. Varnell
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Reviewed by:
ric . Cleveland, P.E.
Seni r Project Engineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exc:lusi ely 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 10f 1
D1.Q~Dl.futu!1lKeW'
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0063
Service Date: July 17, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 9:20am Plant: 111
Supplier: Southern Star
Truck No: 1029 Ticket No:
Mix 1.0. No.: 9363
Water Added Onsite Before Test: 15Gallons
Water Added Onsite After Test: 0 Gallons
Report Date:August 15, 2008
Project: Bethel Road I - #5T 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project No.: 94081124
Samole Information
Date Cast: July 17, 2008 Time: 10:20am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 10 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: SW corner
Placement Location: Crosswalk on E side of Royal Lane at Bethel
Road
Sta.31+08
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
6.00
3.2
90
94
148.4
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)
07/24/2008 7 91,330 3,230
08/14/2008 28 123,690 4,370
08/14/2008 28 124,530 4,400
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 Peving Company
Reviewed by:
Terracon Rep: Johnny L. Clinton
Eric J. Cleveland, 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
Ot-OGMl01.ftJln KIII~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0084
Service Date: August 5, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 8:45am Plant: 105
Supplier: Southern Star
Truck No: 33 Ticket No: 1330781
Mix 1.0. No.: 9339
Water Added Onsite Before Test: o Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Report Date: August 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: August 5, 2008 Time: 9:50am
Sampled by: Ashton L. Varnell
Weather Conditions: Clear & Humid hazy
Accumulative Yards: 7 Batch Size (cy): 7.00
Placement Method: Direct Discharge
Sample Locations: Turn Lane Median, W of Warehouse
Placement Location: Paving, Center Median at turn lane
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
Test
Slump, inches:
Air Content, %:
Concrete Temperature, OF:
Ambient Temperature, of:
Plastic Unit Weight, pcf:
Result
4.50
3.4
92
85
139.8
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 08/12/2008 7
1 2 09/02/2008 28
1 3 09/02/2008 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Maximum Compressive
Load Strenp.th
(Ibs) . (pSI)
95,230 3,370
Report Distribution:
(1) City of Coppell TX
(1) liseo Paving Company
Reviewed by:
Terracon Rep: Ashton L. Varnell
Eric J. e eland, 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 olller apparently similar or identical
materials.
Page 1 of 1
OI.DGRlRDI.F"ure Key
CONCRETE COMPREssNE STRENGTH TEST
Report Number: 94081124.0085
Service Date: August 5, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 12:48pm Plant: 3
Supplier: Lattimore Material Co.
Truck No: 7021 Ticket No: 3253665
Mix 1.0. No.: 1261
Water Added Onsite Before Test: 10 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Report Date: August 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: August 5, 2008 Time: 2:04pm
Sampled by: Ira S. Haynes
Weather Conditions: Clear & windy
Accumulative Yards: 10 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: W of Royal Lane
Placement Location: Light Pole Standards
Client:
City of Coppell TX
Attn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Materia/Information
Specified Strength: 3000 psi @ 28 Days
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature, OF:
Plastic Unit Weight, pcf:
Result
5.25
2.4
90
101
145.1
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 4.00 12.57 08/12/2008 7
1 2 09/02/2008 28
1 3 09/02/2008 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)
32,310 2,570
Terracon Rep: Ira S. Haynes
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Reviewed by:
Eric J. Cia 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.DGRmOl.Fulure Kay
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0086
Service Date: August 6, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 8:45am Plant: 105
Supplier: Southern Star
Truck No: 1095 Ticket No: 1331843
Mix I.D. No.: 9339
Water Added Onsite Before Test: o Gallons
Water Added Onsite After Test: 0 Gallons
Report Date: August 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: August 6, 2008 Time: 9:25am
Sampled by: Louis J. DeRossi
Weather Conditions: Overcast
Accumulative Yards: 7 Batch Size (cy): 7.00
Placement Method: Direct Discharge
Sample Locations: Sta. 58+20
Placement Location: Decorative Median,
Sta. 57+20 to Sta. 58+80
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
2.5
94
84
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. ID (inches) (sq. inches) Tested (days)
1 1 4.00 12.57 08/13/2008 7
1 2 09/03/2008 28
1 3 09/03/2008 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)
31,790 2,530
Terracon Rep: Louis J. De Rossi
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Reviewed by:
. !11l.
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.DGRJR01..F1Ikw, Je."
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0087
Service Date: August 6, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 12:57pm Plant: 3
Supplier: Lattimore Material Co.
Truck No: 7021 Ticket No: 3253714
Mix I.D. No.: 1261
Water Added Onsite Before Test: 10Gallons
Water Added Onsite After Test: 0 Gallons
Report Date: August 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: August 6, 2008 Time: 2:00pm.
Sampled by: Louis J. DeRossi
Weather Conditions: Partly cloudy
Accumulative Yards: 10 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Pier @ 8ta. 32+80
Placement Location: Light Piers, 8ta. 24+50, 8ta. 26+15, Sta.
27+30, 5ta. 28+80, Sta. 30+30, 8ta. 32+80,
8ta. 34+30, Sta. 35+80, Sta. 37+30, Sta.
38+70, Sta. 40+00, Sta. 41+50, 5ta. 43+00,
Sta. 44+60, Sta. 46+00
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
6.00
3.8
94
90
146.4
Specification
Test Method
ASTM C143
ASTM C231
A8TM C1064
A8TM 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 08/13/2008 7
1 2 09/03/2008 28
1 3 09/03/2'008 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)
89,310 3,160
Terracon Rep: Louis J. DeRossi
Report Distribution:
(1) City of Coppel! TX
(1) Tiseo Paving Company
Reviewed by:
Eric . Cleveland, 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
QI.DGRJRDI.Futut. k8y'
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0089
Service Date: August 7,2008
'lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 9: 12am Plant: 105
Supplier: Southern Star
Truck No: 9023 Ticket No: 1333026
Mix 1.0, No.: 9339
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Report Date: August 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: August 7,2008 Time: 9:45am
Sampled by: Ashton L. Varnell
Weather Conditions: Clear
Accumulative Yards: 7 Batch Size (cy): 7.00
Placement Method: Direct Discharge
Sample Locations: W Median 50' from intersection
Placement Location: Median at W of intersection of Freeport &
Bethel Road
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
4.00
3.1
93
86
146.8
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 08/14/2008 7
1 2 09/04/2008 28
1 3 09/04/2008 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)
106,500 3,770
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Reviewed by:
Terracon Rep: Ashton L. Varnell
Eric . Cleveland, P.E.
'Sen' r 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
0I-oGRlR01.Futl... ICIly