ST9905-LR080716
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0050
Service Date: July 8, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 7:19am Plant: On Site
Supplier: Tiseo Paving
Truck No: Ticket No:
Mix 1.0. No.: 2478M
Water Added Onsite Before Test: o Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Report Date: July 16, 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 8. 2008 Time: 7:35am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 40 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Bethel Road Sta. 0+15
Placement Location: Bethel Road from Sta. 0+00 to 14+50
Client:
City of Coppell TX
Attn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Materia/Information
Specified Strength: 3600 psi @ 28 Days
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature, of:
Plastic Unit Weight, pcf:
Result
0.75
2.1
89
92
152.8
Specification
Test Method
ASTM C143
ASTM C231
ASTM C 1064
ASTM C1064
ASTM C138
Laboratorv Test Data
Age at
Set Specimen Diameter Area Date Test
No. 10 (inches) (sq. inches) Tested ~
1 1 6.00 28.27 07/15/2008 7
1 2 08/05/2008 28
1 3 08/05/2008 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)
133,470 4,720
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 10
01.vNS/ftOt-FulUNKey
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0050
Service Date: July 8. 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 8:01 am Plant: On Site
Supplier: Tiseo Paving
Truck No: Ticket No:
Mix 1.0. No.: 2478M
Water Added Onsite Before Test: 5 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Report Date: July 16, 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 8,2008 Time: 8:05am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 150 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Bethel Road Sta. 1+50
Placement Location: Bethel Road from Sta. 0+00 to 14+50
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
Test
Slump, inches:
Air Content, %:
Concrete Temperature. OF:
Ambient Temperature, of:
Plastic Unit Weight, pet:
Result
1.75
4.4
90
94
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 07/15/2008 7
2 2 08/05/2008 28
2 3 08/05/2008 28
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Maximum Compressive
Load StrenRth
(Ibs) (psi
143,100 5,060
The lests 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 consenl of our company. Test results transmitted herein are only applicable
10 the actual samples lested allhe locatlon(s) referenced and are not necessarily Indicative of the properties of other apparenUy similar or Identical
materials.
Page 2 of 10
OI-MifBIRD1-FUiwiKe'J
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0050
Service Date: July 8, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 8:38am Plant: On Site
Supplier: Tiseo Paving
Truck No: Ticket No:
Mix 1.0. No.: 2478M
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Report Date: July 16, 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 8, 2008 Time: 9:00am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 350 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Bethel Road Sta. 3+20
Placement Location: Bethel Road from Sta. 0+00 to 14+50
Client:
City of Coppell TX
Attn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Materia/Information
Specified Strength: 3600 psi @ 28 Days
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature, of:
Plastic Unit Weight, pcf:
Result
1.00
4.4
92
96
152.8
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)
3 1 6.00 28.27 07/15/2008 7
3 2 08/05/2008 28
3 3 08/05/2008 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)
138,080 4,880
The tests were pertormed 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 3 of 10
o-i4.iWBiRCii.FulUrliK4iy
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0050
Service Date: July 8, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas. Texas 75247
(214) 630-1010
Batch Time: 9:48am Plant: On Site
Supplier: Tiseo Paving
Truck No: Ticket No:
Mix 1.0. No.: 2478M
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Report Date: July 16, 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 8, 2008 Time: 9:50am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 410 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Bethel Road Sta. 5+00
Placement Location: Bethel Road from Sta. 0+00 to 14+50
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
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature, of:
Plastic Unit Weight, pcf:
Result
1.50
3.3
91
96
149.2
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1 064
ASTM C1064
ASTM C138
Laboratory Test Data
Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
4 1 6.00 28.27 07/15/2008 7
4 2 08/05/2008 28
4 3 08/05/2008 28
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Maximum Compressive
Load StrenWh
(Ibs) (psi
139,730 4,940
The tests were performed in general accordance with applicable ASTM, MSHTO, 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 indicatlve of the properties of other apparently similar or Identical
materials.
Page 4 of 10
D1~BIRCII-FutureKey
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0050
Service Date: July 8, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 1 0:44am Plant: On Site
Supplier: Tiseo Paving
Truck No: Ticket No:
Mix 1.0. No.: 2478M
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Report Date: July 16, 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 8, 2008 Time: 10:35am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 530 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Bethel Road Sta. 6+70
Placement Location: Bethel Road from Sta. 0+00 to 14+50
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
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature, of:
Plastic Unit Weight, pcf:
Result
2.00
3.3
91
97
149.2
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C 1064
ASTM C138
Laboratory Test Data
Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
5 1 6.00 28.27 07/15/2008 7
5 2 08/05/2008 28
5 3 08/05/2008 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)
129,570 4,580
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 5 of 10
D1-MWBJR01~FulUr. Ker
CONCRETE COMPREssNE STRENGTH TEST
Report Number: 94081124.0050
Service Date: July 8, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 11 :20am Plant: On Site
Supplier: Tiseo Paving
Truck No: Ticket No:
Mix 1.0, No,: 2478M
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Report Date: July 16, 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 8, 2008 Time: 11 :30am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 640 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Bethel Road Sta. 8+50
Placement Location: Bethel Road from Sta. 0+00 to 14+50
Client:
City of Coppell TX
Attn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Materia/Information
Specified Strength: 3600 psi @ 28 Days
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature, of:
Plastic Unit Weight, pcf:
Result
1.00
3.8
92
97
147.6
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)
6 1 6.00 28.27 07/15/2008 7
6 2 08/05/2008 28
6 3 08/05/2008 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)
117 ,340 4,150
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 localion(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 6 of 10
OI-MW8IR01.Futufel<eY
CONCRETECOMPRESSWESTRENGTHTEST
Report Number: 94081124.0050
Service Date: July8, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 12:13pm Plant: On Site
Supplier: Tiseo Paving
Truck No: Ticket No:
Mix 1.0. No.: 2478M
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Report Date: July 16, 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 8, 2008 Time: 12:30pm
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 760 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Bethel Road Sta. 9+75
Placement Location: Bethel Road from Sta. 0+00 to 14+50
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
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature, of:
Plastic Unit Weight, pcf:
Result
1.50
4.7
93
97
146.4
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Laboratorv Test Data
Age at
Set Specimen Diameter Area Date Test
No. 10 (inches) (sq. inches) Tested (days)
7 1 6.00 28.27 07/15/2008 7
7 2 08/05/2008 28
7 3 08/05/2008 28
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Maximum Compressive
Load Strenftth
(Ibs) (psi
130,260 4,610
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 localion(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 7 of 10
D1-MNBIROWutur_K.,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0050
Service Date: July 8, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 1 :OOpm Plant: On Site
Supplier: Tiseo Paving
Truck No: Ticket No:
Mix I.D. No.: 2478M
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Report Date: July 16, 2008
Project: Bethel Road 1 - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Fr~eport Parkway
Cappell, TX
Project No.: 94081124
Sample Information
Date Cast: July 8, 2008 Time: 1 :05pm
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 870 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Bethel Road Sta. 11 +30
Placement Location: Bethel Road from Sta. 0+00 to 14+50
Client:
City of Coppell TX
Attn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Materia/Information
Specified Strength: 3600 psi @ 28 Days
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature, of:
Plastic Unit Weight, pcf:
~
1.00
2.7
93
98
152.8
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)
8 1 6.00 28.27 07/15/2008 7
8 2 08/05/2008 28
8 3 08/05/2008 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)
145,120 5,130
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 8 of 10
01oNWBIR01-FUluillil<ey
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0050
Service Date: July 8,2008
lrerraccn
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 1 :42pm Plant: On Site
Supplier: Tiseo Paving
Truck No: Ticket No:
Mix \.0. No.: 2478M
Water Added On site Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Report Date: July 16, 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 8, 2008 Time: 1 :45pm
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 980 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Bethel Road Sta. 12+75
Placement Location: Bethel Road from Ste. 0+00 to 14+50
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
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature, of:
Plastic Unit Weight, pcf:
Result
1.75
2.7
92
98
149.6
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. ID (inches) (sq. inches) Tested (days)
9 1 6.00 28.27 07/15/2008 7
9 2 08/05/2008 28
9 3 08/05/2008 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)
145,320 5,140
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
10 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 10
Ot-MWBfROI.fulUr.K.y
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0050
Service Date: July 8, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 2:30pm Plant: On Site
Supplier: Tiseo Paving
Truck No: Ticket No:
Mix 1.0. No.: 2478M
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Report Date: July 16, 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 8, 2008 Time: 2:30pm
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 1080/1100 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Bethel Road Sta. 14+25
Placement Location: Bethel Road from Sta. 0+00 to 14+50
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
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature, of:
Plastic Unit Weight, pcf:
Result
1.00
2.8
94
99
149.6
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. ID (inches) (sq. inches) Tested (days)
10 1 6.00 28.27 07/15/2008 7
10 2 08/05/2008 28
10 3 08/05/2008 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)
87,630 3,100
Terracon Rep: Johnny L. Clinton
Reviewed by: / / d
(/t;'tt:lland' 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 wrlllen 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.
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Page 10 of 10
01.tIWBIROHuueKay