ST9905DR-LR080811
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0053
Service Date: July 10, 2008
lrerracon
8901 Carpenler Frwy, Sle #100
Dallas, Texas 75247
(214) 63Q..1010
o Gallons
o Gallons
Report Date: August 11. 2008
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Liinit Line to Freeport Parkway
Coppell, TX
Project No.: 94081124
Sample Information
Date Cast: July 10. 2008 Time: 9:00am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 30 ' Batch Size (cy): 10.00
Placement Method:
Sample Locations: Sta.31+50
Placement Location: Bethal Road
Sta. 31+00 to 44+75
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: 8:44am
Supplier: Tiseo Paving
Truck No:
Mix 1.0. No.: 2478M
Water Added Onsite Before Test:
Water Added Onsite After Test:
Ticket No:
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
1.50
4.2
90
92
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)
07/17/2008 7 142,110 5,030
08/07/2008 28 167,610 5,930
08/07/2008 28 160,700 5,680
Average (28 Days) 5,810
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
The tesls 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 exceplln full without the written consent of our company. Test results transmitted herein are only applicable
to the actual samples lesled at the locatlon(s) referenced and are not necessarily Indicative of the properlles of other apparently similar or Identical
malerials. .
Page 1 of9
01.MWMIDHl.An t<.v
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0053
Service Date: July 10, 2008
lrerracon
8901 Carpenter Frwy, ste #100
Dallas, Texas 75247
(214) 630-101 0
o Gallons
o Gallons
Report Date: August 11, 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 10, 2008 Time: 9:30am
Sampled by: Johnny L. Clinton
Weather Conditions: clear
Accumulative Yards: 140 Batch Size (cy): 10.00
Placement Method:
Sample Locations: Sta. 32+75
Placement Location: Bethal Road
Sta. 31+00 to 44+75
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
Batch Time: 9:23am
Supplier: Tiseo Paving
Truck No:
Mix 1.0. No.: 2478M
Water Added Onsite Before Test:
Water Added Onsite After Test:
Ticket No:
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
1
4.0
90
94
155.2
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)
07/17/2008 7 148,170 5,240
08/07/2008 28 185,520 6,560
08/07/2008 28 190,430 6,730
Average (28 Days) 6,650
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Set
No.
2
2
2
Specimen
ID
1
2
3
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 28.27
6.00 28.27
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 2 of 9 .,.-0,,,..... K",
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0053
Service Date: July 10, 2008
lrerracon.
6901 Carpenter Frwy, Ste #1 00
Dallas, Texas 75247
(214) 630-1 01 0
o Gallons
o Gallons
Report Date: August 11, 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 10, 2008 Time: 10:00am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 240 Batch Size (cy): 10.00
Placement Method:
Sample Locations: Sta. 34-25
Placement Location: Bethal Road
Sta. 31+00 to 44+75
Client:
City of Coppell TX
Attn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppel! TX 75019
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time: 9:55am
Supplier: Tiseo Paving
Truck No:
Mix I.D. No.: 2478M
Water Added Onsite Before Test:
Water Added Onsite After Test:
Ticket No:
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
'-
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Result
1.00
2.4
91
95
156.1
Specification
Laboratory Test Data
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
07/17/2008 7 138,560 4,900
08/07/2008 28 157,610 5,570
08/07/2008 28 185,570 6,560
Average (28 Days) 6,070
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Set
No.
3
3
3
Specimen
10
1
2
3
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 28.27
6.00 28.27
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 9
01.MWEmQl.F\.... KIIY
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0053
Service Date: July 10, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
07/17/2006 7 124,850 4,420
06/07/2008 28 163,960 5,800
08/07/2006 28 145,390 5,140
Average (28 Days) 5,470
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
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
Batch Time: 10:28am
Supplier: Tiseo Paving
Truck No:
Mix 1.0. No.: 2478M
Water Added Onsite Before Test:
Water Added Onsite After Test:
Ticket No:
o Gallons
o Gallons
Field Test Data
Test
Slump, Inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
1.00
3.1
92
95
154.4
Laboratorv Test Data
Set
No.
4
4
4
Specimen
10
1
2
3
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 . 28.27
6.00 28.27
Report Date: August 11, 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 10, 2008 Time: 10:35am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 350 Batch Size (cy): 10.00
Placement Method:
Sample Locations: Sta.36+00
Placement Location: Bethal Road
Sta. 31+00 to 44+75
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
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 40r9
O$-MWBlRO'-Ft.&.. Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0053
Service Date: July 10, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1 01 0
o Gallons
o Gallons
Report Date: August 11, 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 1 a, 2008 Time: 11 :30am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
AccumulativeYards: 460 Batch Size (cy): 10.00
Placement Method:
Sample Locations: Sta. 37-25
Placement Location: Bethal Road
Sta. 31+00 to 44+75
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
Batch Time: 11 :04am
Supplier: Tiseo Paving
Truck No:
Mix 1.0. No.: 2478M
Water Added Onsite Before Test:
Water Added Onsite After Test:
Ticket No:
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
0.75
2.5
91
95
155.5
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)
07/17/2008 7 150,790 5,330
08/07/2008 28 162,950 5,760
08/07/2008 28 149,750 5,300
Average (28 Days) 5,530
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Set
No.
5
5
5
Specimen
10
1
2
3
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 28.27
6.00 28.27
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 5 of 9
O,-MY'l'8IRr,l1.FLCl6o Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0053
Service Date: July 10, 2008
lrerracan
8901 Carpenter Frwy, ste #100
Dallas, Texas 75247
(214) 630-1010
o Gallons
o Gallons
Report Date: August 11, 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 10, 2008 Time: 12:00pm
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 580 Batch Size (cy): 10.00
Placement Method:
Sample Locations: Sta. 39+00
Placement Location: Bethal Road
Sta. 31+00 to 44+75
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
Batch Time: 11 :58am
Supplier: Tiseo Paving
Truck No:
Mix 1.0. No.: 2478M
Water Added Onsite Before Test:
Water Added Onsite After Test:
Ticket No:
Field Test Data
Test
Slump, inches:
Air Content, %:
. Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
1.50
3.6
92
96
154.4
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)
07/17/2008 7 155,530 5,500
08/07/2008 28 191,600 6,780
08/07/2008 28 173.530 6,140
Average (28 Days) 6,460
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Set
No.
6
6
6
Specimen
ID
1
2
3
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 28.27
6.00 28.27
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 actualsamptes'tested at the location(s) referenced and are not necessarily Indicative of the properties of other apparently similar or Identical
materials.
Page 6 of 9
01-M'MYRC11.fW6' Koy
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0053
Service Date: July 10, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
o Gallons
o Gallons
Report Date: August 11 , 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 10, 2008 Time: 12:50
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 700 Batch Size (cy): 10.00
Placement Method:
Sample Locations: Sta. 41 +00
Placement Location: Bethal Road
Sta. 31+00 to 44+75
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
Batch Time: 12:45pm
Supplier: Tiseo Paving
Truck No:
Mix J.D. No.: 2478M
Water Added Onsite Before Test:
Water Added Onsite After Test:
Ticket No:
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
1.00
3.1
92
97
151.2
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) (ps!}
07/17/2008 7 133,550 4,720
08/07/2008 28 163,390 5,780
08/07/2008 28 155,280 5,490
Average (28 Days) 5,64D
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Set
No.
7
7
7
Specimen
10
1
2
3
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 28.27
6.00 28.27
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 7 of 9
01-MW8IR01-FLAln Hey
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0053
Service Date: July 10, 2008
.lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Specification
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
07/17/2008 7 140,670 4,970
08/07/2008 28 155,280 5,490
- 08/07/2008. 28 171,640 6,070
Average (28 Days) 6,780
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Client:
City of Coppell TX
Alln: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time: 1 :27pm
Supplier: Tiseo Paving
Truck No:
Mix 1.0. No.: 2478M
Water Added Onsite Before Test:
Water Added Onsite After Test:
Ticket No:
o Gallons
o Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
1.00
3.2
92
98
152.0
Laboratory Test Data
Set
No.
8
8
8
Specimen
ID
1
2
3
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 28.27
6.00 28.27
Report Date: August' 11, 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 10, 2008 Time: 1 :45pm
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 810 Batch Size (cy): 10.00
Placement Method:
Sample Locations: Sta. 42+38
Placement Location: Bethal Road
Sta. 31+00 to 44+75
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
The tests were perfonned 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 8 of 9
Ot~I-F\A.l'oK'V
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0053
Service Date: July 10, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
o Gallons
o Gallons
Report Date: August 11, 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 10, 2008 Time: 2:15pm
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 930 Batch Size (cy): 10.00
Placement Method:
Sample Locations: Sta. 44+00
Placement Location: Bethal Road
Sta. 31+00 to 44+75
Client:
City of Coppell TX
AUn: Rick O'Dell
Engineering Dept
PO Box 9478
Cappel! TX 75019
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time: 2:08pm
Supplier: Tiseo Paving
Truck No:
Mix 1.0. No.: 2478M
Water Added Onsite Before Test:
Water Added Onsite After Test:
Ticket No:
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, OF:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
1.00
4.2
92
98
151.6
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Laboratorv Test Data
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
07/17/2008 7 132,090 4,670
08/07/2008 28 165,820 5,860
08/07/2008 28 168,210 5,950
Average (28 Days) 5,910
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Set
No.
9
9
9
Specimen
10
1
2
3
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 28.27
6.00 28.27
Terracon Rep: Johnny L. Clinton
Report Distribution:
(1) City of Coppal/ TX
(1) Tiseo Paving Company
Reviewed by:
Erlc 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 wrltten 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 9 of 9
D1-M'NBIRDI-FwI KIY