ST9905DR-LR080819
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0065
Service Date: July 18, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 12:55pm Plant: 111
Supplier: Southern Star
Truck No: 7039 Ticket No: 1317118
Mix 1.0. No.: 9363
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Report Date:August 19, 2008
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project No.: 94081124
Samole Information
Date Cast: July 18, 2008 Time: 1 :20pm
Sampled by: Jon M. Lindley
Weather Conditions: Clear
Accumulative Yards: 8 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: SE comer of Bethel Rd. & Royal Ln.
Placement Location: Paving
Bethel Road & Royal Lane intersection
Client:
City of Coppell TX
AUn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Materia/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
5.00
2.7
94
97
148.0
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)
07/25/2008 7 113,400 4,010
08/15/2008 28 126,050 4,460
08/15/2008 28 135,490 4,790
Average (28 Days) 4,630
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 Paving Company
Reviewed by:
Terracon Rep: Jon M. Lindley
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 locatlon(s) referenced and are not necessarily indicative of the properties of other apparently similar or Identical
materials.
Page 1 of 1
Dt~1.FULnK.y
CONCRETE COMPRESSIVE STRENGTH TEST
~eport Number: 94081124.0069
Service Date: July 21, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
OGallons
o Gallons
Report Date:August 19, 2008
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project No.: 94081124
Samole Information
Date Cast: July 21, 2008 Time: 7:40am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 20 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: See Placement Location
Placement Location: Paving
Eastbound turn lane at Creekview
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: 7:15am
Supplier: Tiseo Paving
Truck No:
Mix I.D. No.: 2478M
Water Added Onsite Before Test:
Water Added Onsite After Test:
Ticket No: Batch #2
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
1.00
3.8
92
93
149.2
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)
07/28/2008 7 124,480 4,400
08/18/2008 28 143,620 5,080
08/18/2008 28 143,280 5,070
Average (28 Days) 5,080
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 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 of3
D1-M'M!1ftOl-f.... Key
CONCRETE COMPRESSIVE STRENGTH TEST
I:leport Number: 94081124.0069
Service Date: July 21, 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)
07/28/2008 7 128,090 4,530
08/18/2008 28 164,090 5,800
08/18/2008 28 157,770 5,580
Average (28 Days) 5,690
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: 10:06am
Supplier: Tiseo Paving
Truck No:
Mix 1.0. No.: 2478M
Water Added Onsite Before Test:
Water Added Onsite After Test:
Ticket No: Batch #14
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
4.0
93
94
148.4
Laboratory Test Data
Set
No.
2
2
2
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 19, 2008
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project No.: 94081124
Samole Information
Date Cast: July 21, 2008 Time: 1 0:30am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 140 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: See Placement Location
Placement Location: Paving
Eastbound turn lane at CiCI's
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 2 of 3
D1-MWBIR01.f'tAl....I<.y
CONCRETE COMPRESSIVE STRENGTH TEST
,Report Number: 94081124.0069
Service Date: July 21, 2008
lrerracon
8901 Carpenter FrwY, Ste #100
Dallas, Texas 75247
(214) 630-1 01 a
o Gallons
o Gallons
Report Date:August 19, 2008
Project: Bethel Road I - #8T 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project No.: 94081124
Sample Information
Date Cast: July 21,2008 Time: 12:50pm
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 240 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: See Placement Location
Placement Location: Paving
Eastbound turn lane at Royal Lane
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: 12:19pm
Supplier: Tiseo Paving
Truck No:
Mix 1.0. No.: 2478M
Water Added Onsite Before Test:
Water Added Onsite After Test:
Ticket No: Batch #24
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
1.00
3.2
99
100
152
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)
07/28/2008 7 116,030 4,100
08/18/2008 28 153,190 5,420
08/18/2008 28 145,580 5,150
Average (28 Days) 5,290
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
ID
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 Paving Company
Reviewed by:
Terracon Rep: Johnny L. Clinton
EricJ. 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 3 of 3
D1-MfJBIR01.fUinKty
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0070
Service Date: July 21, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 8:39am Plant: 105
Supplier: Southern Star
Truck No: 9023 Ticket No: 01318241
Mix 1.0. No.: 9363
Water Added Onsite Before Test: 12Gallons
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:
Report Date: August 19, 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 21, 2008 Time: 10:00am
Sampled by: Johnny L. Clinton
Weather Conditions: Clear
Accumulative Yards: 10 Batch Size (cy): 10.00
Placement Method:
Sample Locations: See Placement Location
Placement Location: Crosswalk at Creekview & Bethel
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
Result
5.00
3.2
91
94
146.8
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)
07/28/2008 7 111,060 3,930
08/18/2008 28 148,970 5,270
08/18/2008 28 142,370 5,030
Average (28 Days) 5,150
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 Paving Company
Reviewed by:
Terracon Rep: Johnny L. Clinton
Erlc . leveland, P.E.
Senior PrcJect 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 locaUon{s) referenced and are not necessarily Indicative of the properties of other apparently similar or Identical
materials.
Page 1 of 1
Dt.MWBIR01-FUin Key