ST9905DR-LR080814
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0061
Service Date: July 16, 2008
lrerracon
8901 Carpenter Frwy, 5te#100
Dallas, Texas 75247
(214) 630-1 01 0
24 Gallons
o Gallons
Report Date: Augu5t 14, 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 16, 2008 Time: 7:45 am
Sampled by: Johnny L. Clinton
Weather Conditions: cloudy
Accumulative Yards: 30 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sta.18+00
Placement Location: Bethel Road Turn Lanes
Sta. 1.7+50 to 19+00, 21 +50 to 22+75,
44+85 to 47+25,52+00 to 53+00, and 58+50
to 59+75
Client:
City of Coppel! TX
AUn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppel! TX 75019
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time: 7:26 am
Supplier: Tiseo Paving
Truck No:
Mix 1.0. No.: 2478H
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
7
3.2
89
92
149.2
Specification
Test Method
ASTM C143
ASTMC231
ASTM C1064
ASTM C1064
ASTM C138
Laboratory Test Data
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
07/23/2008 7 124,500 4,400
08/13/2008 28 154,120 5,450
08/13/2008 28 155,9405,510
Average (28 Days) 5,480
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 meth~ds. This report Is exclusively for the use of the client
indicated above and shall not be reproduced except In full wltJioutthe 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 4
01~t.FI.Cu'.K.V
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0061
Service Date: July 16, 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)
07/23/2008 7 108,170 3,830
08/13/2008 28 155,940 5,510
08/13/2008 28 155,900 5,510
Average (28 Days) 5,510
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: 9:15 am
Supplier: Tiseo Paving
Truck No:
Mix 1.0. No.: 2478H
Water Added Onsite.Before Test:
Water Added Onsite After Test:
Ticket No:
19 Gallons
o Gallons
Field Test Data
Test
Slump, inches:
Air Content,%:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
6
3.6
90
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 14,2008
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 16, 2008 Time: 9:30 am
Sampled by: Johnny L. Clinton
Weather Conditions: cloudy
Accumulative Yards: 130 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: USPS driveway
Placement Location: Bethel Road Turn Lanes
Sta. 17+50 to 19+00, 21+50 to 22+75,
44+85 to 47+25,52+00 to 53+00, and 58+50
to 59+75
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 location(s) referenced and are not necessarily Indicative of the properties of other apparently similar or Identical
materials.
Page 2 of 4
D1.MW&'RQW'tA1.. KIY
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0061
Service Date: July 16, 2008
lrerracon
8901 Carpenter Frwy, Ste #1 00
Dallas, Texas 75247
(214) 630-1010
Specification
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
07/23/2008 7 133,180 4,710
08/13/2008 28 170,780 6,040
08/13/2008 28 161,230 5,700
Average (28 Days) 5,870
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
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: 11 :43 am
Supplier: Tiseo Paving
Truck No:
Mix 1.0. No.: 2478H
Water Added Onsite Before Test:
Water Added Onsite After Test:
Ticket No:
24 Gallons
o Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature,oF:
Plastic Unit Weight, pcf:
Result
6.0
3.9
91
95
147.6
Laboratorv Test Data
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 Date: August 14, 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 16, 2008 Time: 12:00 pm
Sa,mpled by: Johnny L. Clinton
Weather Conditions: cloudy
Accumulative Yards: 240 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sta. 45+50
Placement Location: Bethel Road Turn Lanes
Sta. 17+50 to 19+00, 21 +50 to 22+75,
44+85 to 47+25,52+00 to 53+00, and 58+50
to 59+75
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 locallon(s) referenced and are not necessarily Indicative of the properties of other apparently similar or Identical
materials,
Page 3 of 4
OJ-I,MWR01.FtlL.. Kly
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94081124.0061
Service Date: July 16, 2008
lrerracon
8901 Carpenter Frwy, Ste #1 00
Dallas, Texas 75247
(214) 630-1010
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: 1 :52 pm
Supplier: Tiseo Paving
Truck No:
Mix I.D. No.: 2478H
Water Added Onsite Before Test:
Water Added Onsite After Test:
Ticket No:
20Gallons
o Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, of:
Ambient Temperature, of:
Plastic Unit Weight, pcf:
Result
6.0
3.7
91
96
148.0
Laboratory 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
Terracon Rep: Johnny L. Clinton
Report Distribution:
(1) Cily of Coppell TX
(1) Tiseo Paving Company
Report Date: August 14, 2008
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project No.: 94081124
SamD/e Information
Date Cast: July 16, 2008 Time: 2:15 pm
Sampled by: Johnny L. Clinton
Weather Conditions: cloudy
Accumulative Yards: 350 Batch Size (cy): 10.00
Placement Method: Direct Discharge
Sample Locations: Sta. 59+10
Placement Location: Bethel Road Turn Lanes
Sta. 17+50 to 19+00, 21 +50 to 22+75,
44+85 to 47+25, 52+00 to 53+00, and 58+50
to 59+75
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Reviewed by:
Eric J. eland, 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.
Specification
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
07/23/2008 7 127,910 4,520
08/13/2008 28 158,010 5,590
08/13/2008 28 160,530 5,680
Average (28 Days) 5,640
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Page 4 of 4
ot-MWBlR01-FlAn Kev
SAMPLE PICK-UP
Report Number: 94081124.0091
Service Date: August 7,2008
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
City of Coppell TX
AUn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Services - Concrete cylinder pickup.
Report Date:
Project:
Project No.:
TOTAL NUMBER OF CONCRETE CYLINDERS PICKED UP: 6
Report No.:
No. of Cylinders:
94081124.0086
3
Report No.:
No. of Cylinders:
94081124.0087
3
August 14, 2008
Bethel Road I - #ST 99.05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
94081124
Terracon Rep: Ashton L. Varnell
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Reviewed by:
Eric J. C eveland, P.E.
Senior P 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 t~e 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
23-OGR1R23-Fu\ur1 Koy
SAMPLE PICK-UP
Report Number: 94081124.0092
Service Date: August 8, 2008
lrerracon
a901 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
Services - Concrete cylinder pickup. .
Report Date:
Project:
Project No.:
August 14, 2008
Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
94081124
TOTAL NUMBER OF CONCRETE CYLINDERS PICKED UP: 6
Report No.:
No. of Cylinders:
94081124.0089
3
. Report No.:
No. of Cylinders:
94081124.0090
3
Report Distribution:
(1) City or Coppell TX
(1) Tiseo Paving Company
Reviewed by:
Terracon Rep: Barry Cuble
E 'c 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
2J..OGR!FU)..f'Uln M.W'
SAMPLE PICK-:UP
Report Number: 94081124.0088
Service Date: August 6, 2008
lrerracon
6901 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
Services - Concrete cylinder pickup.
Report Date:
Project:
August 14, 2008
Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
94081124
Project No.:
TOTAL NUMBER OF CONCRETE CYLINDERS PICKED UP: 6
Report No.:
No. of Cylinders:
94081124.0084
3
Report No.:
No. of Cylinders:
94081124.0085
3
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Reviewed by:
Terracon Rep: Louis J. DeRossi
Eric J. Cre eland, 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
Z3-OGRIR~LCu'. Ker