ST9905-LR080521
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0023
Service Date: May 13, 2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 8:30am Plant: 111
Supplier: Southern Star
Truck No: 103 Ticket No: 1264874
Mix 1.0. No.: 9339
Water Added Onsite Before Test: 5 Gallons
Water Added Onsite After Test: 0 Gallons
Report Date: May 21, 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: May 13, 2008 Time: 9:25am
Sampled by: Kevin R. Hendricks
Weather Conditions: Cloudy, breezy, light mist
Accumulative Yards: 6 Batch Size (cy): 6.00
Placement Method: Direct Discharge
Sample Locations: Sta.66+15
Placement Location: Median
East side of Freeport Parkway
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
4.00
4.6
80
72
142.9
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 OS/20/2008 7
1 2 06/10/2008 28
1 3 06/10/2008 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)
98,480 3,480
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Reviewed by:
Terracon Rep: Kevin R. Hendricks
c J. leveland, 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
OI-MWflIRDl.FIlCuJ1I Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0020
Service Date: May 10, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 7:43am Plant: 3
Supplier: Lattimore Materials
Truck No: 9105 Ticket No: 3248376
Mix 1.0. No.: 1851
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Report Date: May 21, 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 10, 2008 Time: 8:15am
Sampled by: Kenneth J. Kriske
Weather Conditions: Cloudy
Accumulative Yards: 30 Batch Size (cy): 10.00
Placement Method: Crane & Bucket
Sample Locations: Station 4+10
Placement Location: Culvert Top
Client:
City of Coppell TX
AUn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Materia/Information
Specified Strength: 4000 psi @ 28 Days
Test
Slump, inches:
Air Content, %:
Concrete Temperature, DF:
Ambient Temperature, DF:
Plastic Unit Weight, pcf:
Result
4.50
3.5
78
72
145.6
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)
1 1 6.00 28.27 05/17/2008 7
1 2 06/07/2008 28
1 3 06/07/2008 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)
104,310 3,690
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Reviewed by:
, Terracon Rep: Kenneth J. Kriske
IC J. CI veland, P.E.
Senior Pr lect 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 lested 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~BlROI.F\lur.1<Iy
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0018
Service Date: May 8, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 11: 15am Plant: 07
Supplier: Lattimore Materials
Truck No: 1124 Ticket No: 7192089
Mix 1.0. No.: 1701
Water Added Onsite Before Test: 5 Gallons
Water Added Onsite After Test: 0 Gallons
Report Date: May 21, 2008
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project No.: 94081124
SamJJ/e Information
Date Cast: May 8,2008 Time: 12:15pm
Sampled by: Juan Lopez
Weather Conditions: Sunny
Accumulative Yards: 10 Batch Size (cy): 20.00
Placement Method: Bucket
Sample Locations: Sta. 2+90
Placement Location: Box Culverts Walls
Sta. 2+60 to 3+20
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
5.75
5.1
87
90
147.9
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 05/15/2008 7
1 2 06/05/2008 28
1 3 06/05/2008 28
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Maximum Compressive
Load Strenfith
(Ibs) (psi
56,340 4,480
Terracon Rep: Juan Lopez
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Reviewed by:
. eveland, 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 locatlon(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 1
QloMWIIRD1.F\Allfel(l1
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0003
Service Date: April 22, 2008
llerracan
6901 Carpenter Frwy, Ste #1 00
Dallas, Texas 75247
(214) 630-1 01 0
Batch Time: 1 :56pm Plant: 125
Supplier: Southern Star
Truck No: 9031 Ticket No: 1249487
Mix 1.0. No.: 09339
Water Added Onslte Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Report Date: May 21, 2008
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project No.: 94081124
SamDlelnformation
Date Cast: April 22, 2008 Time: 2:43pm
Sampled by: Gregory L. Warren
Weather Conditions: Clear
Accumulative Yards: 9 Batch Size (cy): 9.00
Placement Method: Direct Discharge
Sample Locations: Sta.66+25
Placement Location: Sidewalk, East bound
Sta. 65+50 to 66+60
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
4.50
4.1
89
90
144.4
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)
04/29/2008 7 67,950 2,400
OS/20/2008 28 97,680 3,450
OS/20/2008 28 95,600 3,380
Average (28 Days) 3,420
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 or Coppell TX
(1) Tiseo Paving Company
Reviewed by:
Terracon Rep: Gregory L. Warren
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 looatlon(s) referenced and are not necessarily Indicative of the properties of other apparently sImilar or identical
materials.
Page 1 of 1
D1-MW81RO'.Fu!Llre Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0002A
Service Date: April 23, 2008
lrerracan
8901 Carpenter Frwy, Ste #1 00
Dallas, Texas 75247
(214) 630-1010
Batch Time: 1 :28pm Plant: 3
Supplier: Lattimore Materials
Truck No: 5023 Ticket No: 3247749
Mix I.D. No.: 1701
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Report Date: May 21, 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: April 23, 2008 Time: 2:21 pm
Sampled by: Christopher W. Eubanks
Weather Conditions: Cloudy
Accumulative Yards: 10 Batch Size (cy): 10.00
Placement Method: Crane & Bucket
Sample Locations: Two South Wall at Sta. 4+48 to 4+86
Placement Location: Culvert Walls at Sta. 4+48 to 4+86 and
Footing at Sta. 4+10 to 4+48
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
5.00
3.0
83
80
146.8
Specification
Test Method
ASTM C 143
ASTM C 231
ASTM C 1064
ASTM C 1064
ASTM C 138
Laboratorv Test Data
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (ps!}
04/30/2008 7 49,630 3,950
OS/21/2008 28 63,850 5,080
OS/21/2008 28 61,770 4,920
Average (28 Days) 5,000
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)
4.00 12.57
4.00 12.57
4.00 12.57
Terracon Rep: Christopher W. Eubanks
Report Distribution:
(1) City or Coppell TX
(1) Tiseo Paving Company
Reviewed by:
Eric . Cleveland, P.E.
Senior Project Engineer
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 Indicative of the properties of other apparently similar or identical
materials.
Page 1 of 1
01-1Mt11R11-FUIln Koy
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0002
Service Date: April 23, 2008
lrerracan
8901 Carpenter FIWY, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 1 :28pm Plant: 3
Supplier: Lattimore Materials
Truck No: 5023 Ticket No: 3247749
Mix I.D. No.: 1701
Water Added Onsite Before Test: OGallons
Water Added Onsite After Test: 0 Gallons
Report Date: May 21, 2008
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project No.: 94081124
SamDle Information
Date Cast: April 23, 2008 Time: 2:21 pm
Sampled by: Christopher W. Eubanks
Weather Conditions: Cloudy
Accumulative Yards: 10 Batch Size (cy): 10.00
Placement Method: Crane & Bucket
Sample Locations: Two South Walls at Sta. 4+48 to 4+86
Placement Location: Culvert Walls at Sta. 4+48 to 4+86 and
Footing at Sta. 4+10 to 4+48
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
5.00
3.0
83
80
146.8
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Laboratorv Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
1 2 6.00 28.27
1 3 6.00 28.27
Age at Maximum Compressive
Date Test Load Strength
Tested (days) Ubs) (psi)
04/30/2008 7 107,610 3,810
OS/21/2008 28 136,760 4,840
OS/21/2008 28 128,350 4,540
Average (28 Days) 4,690
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Report Distribution:
(1) City of Coppal! TX
(1) Tiseo Paving Company
Reviewed by:
Terracon Rep: Christopher W. Eubanks
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 iocatlon(s) referenced and are not necess~lIy Indicative of the properties of other apparently similar or identical
materials.
Page 1 of 1
01-MWB/R01.FULitI KI'
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0001
Service Date: April 22, 2008
, lerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Batch Time: 12:55pm Plant: 7
Supplier: Lattimore Materials
Truck No: 959 Ticket No: 7191356
Mix I.D. No.: 1851
Water Added Onsite Before Test: 10Gallons
Water Added Onslte After Test: 0 Gallons
Report Date: May 21 , 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: April 22, 2008 Time: 1 :36pm
Sampled by: Gregory L. Warren
Weather Conditions: Clear
Accumulative Yards: 10 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sta. 17+50
Placement Location: Box Culvert Top
Sta. 17+50 to 18+50
Client:
City of Coppell TX
AUn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Material Information
Specified Strength: 4000 psi @ 28 Days
Field Test bata
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
4.00
2.5
86
87
151.2
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Laboratorv Test Data
Age at Maximum Compressive
Test Load Strength
(days) (Ibs) (psi)
7 99,550 3,520
28 124,930 4,420
28 124,660 4,410
Average (28 Days) 4,420
Services _ Obtain samples of fresh concrete at the placement locations, perfonm required field tests and cast compressive
strength samples.
Set
No.
1
1
1
Specimen
ID
1
2
3
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 28.27
6.00 28.27
Date
Tested
04/29/2008
OS/20/2008
OS/20/2008
Terracon Rep: Gregory L. Warren
Report Distribution:
(1) City or Coppell TX
(1) Tiseo Paving Company
Reviewed by:
gII
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
01.~t.f\ALnlKey