ST9905-LR080515
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0006
Service Date: April 29, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
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
Report Date: May 15, 2008
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project No.: 94081124
Sam"/e Information
Date Cast: April 29, 2008 Time: 2:25pm
Sampled by: Gregory L. Warren
Weather Conditions: Clear, mild winds
Accumulative Yards: 10 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sta. 63+15
Placement Location: Culvert Walls
Batch Time: 1 :20pm Plant: 3
Supplier: Lattimore Materials
Truck No: 972 Ticket No: 3247893
Mix 1.0. No.: 1701
Water Added Onsite Before Test: 0 Gallons
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:
Result
3.00
3.0
80
80
146.0
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. 10 (inches) (sq. inches) Tested (days)
,
1 1 6.00 28.27 05/06/2008 7
1 2 OS/27/2008 28
1 3 OS/27/2008 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
104,880 3,710
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Reviewed by:
Terracon Rep: Gregory L. Warren
Eric J. Cle eland, P.E.
Senior Pro] 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-MWBmOI.FlIILIe KIy
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0008
Service Date: May 1, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 1 :43pm Plant: 3
Supplier: Lattimore Materials
Truck No: 1049 Ticket No: 3248016
Mix 1.0. No.: 1701
Water Added Onsite Before Test: 0 Gallons
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: May 15, 2008
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project No.: 94081124
Sam"le Information
Date Cast: May 1, 2008 Time: 2:30pm
Sampled by: Ashton L. Varnell
Weather Conditions: Partly cloudy, windy
Accumulative Yards: 10 Batch Size (cy): 10.00
Placement Method: Hopper
Sample Locations: Sta. 3+00
Placement Location: Curb inlet walls
Client:
City of Coppell TX
Attn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Materia/Information
Specified Strength:
Result
7.25
4.5
86
81
145.6
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)
1 1 6.00 28.27 05/08/2008 7
1 2 OS/29/2008 28
1 3 OS/29/2008 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
91,850 3,250
Report Distribution:
(1 I City of Coppell TX
(11 Tiseo Paving Company
Reviewed by:
Terracon Rep: Ashton L. Varnell
Eric J. Clev and, P.E.
Senior Proj t 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
OI.MWIIRO\.Futllfl K.r
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0009
Service Date: May 2, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 1 :29pm Plant: 7
Supplier: Lattimore Materials
Truck No: 7025 Ticket No: 7191946
Mix 1.0. No.: 1851
Water Added Onsite Before Test: 10Gallons
Water Added Onsite After Test: 0 Gallons
Fie/d Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature, of:
Plastic Unit Weight, pcf:
Report Date: May 15, 2008
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project No.: 94081124
Sam,,/e Information
Date Cast: May 2,2008 Time: 2:10pm
Sampled by: Ira S. Haynes
Weather Conditions: Clear
Accumulative Yards: 10 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sta. 4+20
Placement Location: Box Culvert Deck
Client:
City of Coppell TX
Attn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Materia/Information
Specified Strength: 4000 psi @ 28 Days
Result
4.75
3.1
83
80
145.5
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. ID (inches) (sq. inches) Tested (days)
1 1 6.00 28.27 05/09/2008 7
1 2 05/30/2008 28
1 3 05/30/2008 28
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and c~st compressive
strength samples.
Maximum Compressive
Load StrenHth
(Ibs) (pSI)
109,740 3,880
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Reviewed by:
Terracon Rep: Ira S. Haynes
Eric J. eveland, P.E.
Senior P 0 ect 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-NWB/flOI-Fulw. Krt
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0012
Service Date: May 5, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 1 :33pm Plant: 7
Supplier: Lattimore Materials
Truck No: 7024 Ticket No: 7192031
Mix 1.0. No.: 1701
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Report Date: May 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: May 5, 2008 Time: 1 :55pm
Sampled by: Dustin R. Collins
Weather Conditions: Clear
Accumulative Yards: 10 Batch Size (cy): 10.00
Placement Method: Bucket
Sample Locations: Sta. 4+00
Placement Location: Box Culvert Walls
Sta. 4+00 to 5+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
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature, of:
Plastic Unit Weight, pet:
Result
5.00
2.2
80
79
148.0
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 05/12/2008 7
1 2 06/02/2008 28
1 3 06/02/2008 28
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Maximum Compressive
Load Strenath
(Ibs) (pSI)
51,820 4,120
Report Distribution:
(1) City of Coppell TX
(1) TIseo Paving Company
Reviewed by:
Terracon Rep: Dustin R. Collins
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
01-MWSmOl.'ulul Key