ST9905-LR080707
lrerracon
FIELD DENSITY TESTING
Report Number: 94081124.0038
Service Date: June 25, 2008
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
Report Date:
Project:
July 07,2008
Bethel Road I - #ST 99-05
Roadway & D~lnage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
94081124
Project No.:
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) . (pet)
29.4 89.2
24.5 96.0
Material
No.
1 811240032
2 811240034
Laboratory
Test Method
ASTM D 698
ASTM D 698
Description and Classification
Dark brown clay (lime treated)
Dark brown and tan clay, with sand (lime
treated)
Proiect Reauirements
Water .
Content
(%)
0/+4
0/+4
Minimum Dry
Unit Weight
(% compaction)
95
95
Field Test Data
Probe
Mat. Depth
No. (inches)
Water Dry Unit
Content Weight
(%) (pet)
Dry Unit
Weight
(% compaction)
Test Location
Creekview Road
15 Sta. 2+25 at centerline
16 Sta. 5+25,15' R of centerline
17 Sta. 8+25, 15' L of centerline
Comments:
Test results on this report meet project specification.
Services _ Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method: ASTM D-2922, ASTM D-3017
Lift!
Elev.
Test
No.
Final
Final
Final
1
1
2
6
6
6
Terracon Rep: Bradley W.Hatch
Field Results Reported To: Rick with C.O.C
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Reviewed by:
30.5
29.9
24.7
86.4
88.5
94.0
97
99
98
rlc J. C eveland, P.E.
Senior P ject 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 orily 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.BUSlR07.FuI.... K.,.
lrerracan
FIELD DENSITY TESTING
Report Number: 94081124.0044
Service Date: June 28, 2008
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
Report Date:
Project:
July 07,2008
Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
94081124
Project No.:
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pcf)
24.5 96.0
Material
No.
1 811240034
Laboratory
Test Method
A8TM D 698
Description and Classification
Dark brown and tan clay, with sand (lime
treated)
Proiect Reauirements
Water
Content
(%)
0/+4
Minimum Dry
Unit Weight
("to compaction)
95
Field Test Data
Probe
Mat. Depth
No. (inches)
Water Dry Unit
Content Weight
(%) (pet)
Dry Unit
Weight
("to compaction)
Test Location
Pavement, Bethel Road
18 8ta. 20+50
19 8ta. 16+50
20 8ta. 13+50
21 8ta. 9+00
Comments:
Test results on this report meet project specification.
Services _ Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method: A8TM D-2922, ASTM D-3017
Lift!
Elev.
Test
No.
Final
Final
Final
Final
1
1
1
1
6
6
6
6
25.8
25.6
24.8
25.1
Terracon Rep: Armando Rendon
Field Results Reported To: Contractor
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Reviewed by:
95.4
95.2
94.9
95.1
99
99
99
99
Eric . Cia eland, P.E.
Senior Pro 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 wrltten 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 1 of 1
G7-8MS1R07.'uhI'l K-v
FIELD DENSITY TESTING
Report Number: 94081124.0041
Service Date: July 1, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Project No.:
July 07, 2008
Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
94081124
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pcf)
29.4 89.2
24.5 96.0
Proiect Reauirements
Client:
City of Coppell TX
Attn: Rick O'Dell
Engineering Oept
PO Box 9478
Coppell TX 75019
Materia/Information
Report Date:
Project:
Material
No.
1 811240032
2 811240034
Laboratory
Test Method
ASTM D 698
ASTM 0 698
Description and Classification
Dark brown clay (lime treated)
Dark brown and tan clay, with sand (lime
treated)
Water
Content
. (%)
0/+4
0/+4
Minimum Dry
Unit Weight
(% compactiol'!)
95
95
Test Location
Lift!
Elev.
Probe
Mat. Depth
No. (inches)
Water Dry Unit
Content Weight
(%) (pcf)
Dry Unit
Weight
(% compaction)
Field Test Data
Test
No.
Bethel Road
22 Sta.41+00 Final 2 6 26.9 92.5 96
23 Sta.38+00 Final 2 6 27.8 91.8 96
24 Sta.35+00 Final 1 6 29.7 85.9 96
25 Sta.32+00 Final 2 6 24.5 92.0 96
26 Sta.29+00 Final 2 6 24.7 93.8 98
27 Sta. 26+00 Final 2 6 25.7 92.1 96
28 Sta. 23+00 Final 2 6 24.9 93.9 98
Comments:
Test results on this report meet project specification.
Services _ Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method: ASTM D-2922, ASTM 0-3017
Terracon Rep: Julio R. Perez
Field Results Reported To: Contractor
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Reviewed by~
IC J CI eland, P.E.
Sent oject Engineer
The tests were performed in general accordance with appllceble 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
07-BMSlR07.Furure Key
lrerracan
FIELD DENSITY TESTING
Report Number: 94081124.0046
Service Date: July 2,2008
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
Report Date:
Project:
July 07,2008
Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Cappell, TX
940811-24
-- Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pet)
24.5 96.0
Project No.:
Material
No.
1 811240034
Laboratory
Test Method
A8TM D 698
Description and Classification
Dark brown and tan clay, with sand (lime
treated)
Proiect Reauirements
Water .
Content
(%)
0/+4
Minimum Dry
Unit Weight
(% compaction)
95
Field Test Data
Probe
Mat. Depth
No. (inches)
Water Dry Unit
Content Weight
(%) (pct)
Dry Unit
Weight
(% compaction)
T est Location
Pavement, Bethel Road
29 8ta. 53+00
30 Sta. 50+00
31 8ta. 47+00
32 8ta. 44+00
Comments:
Test results on this report meet project specification.
Services _ Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method: A8TM D-2922, ASTM 0-3017
rl J. Cleveland, P.E.
Se lor Project Engineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report Is exclusively for the us"e 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.
Lift!
Elev.
Test
No.
Final
Final
Final
Final
1
1
1
1
6
6
6
6
27.0
27.8
26.8
27.0
Terracon Rep: Armando Rendon
Field Results Reported To: Contractor
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Reviewed by:
Page 1 of 1
92.9
92.9
94.6
93.9
97
97
99
98
07.IMIJRD7-flA"'l tcer
FIELD DENSITY TESTING
Report Number: 94081124.0047
Service Date: July 3, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
City ot Coppell TX
Attn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Material Information
Report Date:
Project:
Project No.:
Material
No
1 811240034
Laboratory
Test Method
ASTM 0 698
Description and Classification
Dark brown and tan clay, with sand (lime
treated)
Field Test Data
Test
No.
LifU
Elev.
T est Location
Final
Final
Final
Final
Terracon Rep: Armando Rendon
Field Results Reported To: Contractor
Report Distribution:
(1) City of Cop pel! TX
(1) Tiseo Paving Company
July 07,2008
Bethel Road I - #8T 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
94081124
Probe
Mat. Depth
No. (inches)
1
1
1
1
Prolect Reauirements
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pet)
24.5 96.0
Water
Content
(%)
0/+4
Minimum Dry
Unit Weight
(% compa<::lion)
95
Dry Unit
Weight
(% compaction)
95.8
94.7
95.2
95.6
100
99
99
100
Pavement, Bethel Road
33 Sta. 55+00
34 Sta. 58+00
. 35 Sta. 61+00
36 8ta. 64+00
Comments:
Test results on this report meet project specification.
Services _ Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method: ASTM 0-2922, ASTM 0-3017
Water Dry Unit
Content Weight
(%) (pet)
6
6
6
6
24.6
24.8
27.6
24.9
Hc J. Ie land, P.E.
Senior Pro ect Engineer
The tests were perfomned in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusivel r 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
Reviewed by:
lJi'.8USIR07.fWlla K.y
lrerracan
FIELD DENSITY TESTING
Report Number: 94081124.0038
Service Date: June 25, 2008
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
Report Date:
Project:
July 07,2008
Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
94081124
Project No.:
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) . (pet)
29.4 89.2
24.5 96.0
Material
No.
1 811240032
2 811240034
Laboratory
Test Method
ASTM 0 698
ASTM 0 698
Description and Classification
Dark brown clay (lime treated)
Dark brown and tan clay, with sand (lime
treated)
Proiect Reauirements
Water .
Content
(%)
0/+4
0/+4
Minimum Dry
Unit Weight
("to compaction)
95
95
Field Test Data
Test
No.
Probe
Mat. Depth
No. (inches)
Water Dry Unit
Content Weight
(%) (pet)
Dry Unit
Weight
("to compaction)
Test Location
Creekview Road
15 Sta. 2+25 at centerline
16 Sta. 5+25, 15' R of centerline
17 Sta. 8+25, 15' L of centerline
Comments:
Test results on this report meet project specification.
Services _ Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method: ASTM 0-2922, ASTM 0-3017
Lift!
Elev.
Final
Final
Final
1
1
2
6
6
6
Terracon Rep: Bradley W.Hatch
Field Results Reported To: Rick with C.O.C
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Reviewed by:
30.5
29.9
24.7
86.4
88.5
94.0
97
99
98
ric J. C veland, P.E.
Senior P ject 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
07.BMs.'R07-fulure K.y
lrerracan
FIELD DENSITY TESTING
Report Number: 94081124.0044
Service Date: June 28, 2008
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
City ot Coppell TX
AUn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Material Information
Report Date:
Project:
July 07, 2008
Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
94081124
Project No.:
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pet)
24.5 96.0
Material
No.
1 811240034
Laboratory
Test Method
A8TM D 698
Description and Classification
Dark brown and tan clay, with sand (lime
treated)
Proiect Reauirements
Water
Content
(%)
0/+4
Minimum Dry
Unit Weight
(% compaction)
95
Field Test Data
Probe
Mat. Depth
No. (inches)
Water Dry Unit
Content Weight
(%) (pet)
Dry Unit
Weight
(% compaction)
Test Location
Pavement, Bethel Road
18 8ta. 20+50
19 8ta, 16+50
20 8ta. 13+50
21 8t8. 9+00
Comments:
Test results on this report meet project specification.
Services _ Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition,
Field Test Method: A8TM D-2922, ASTM D-3017
Lift!
Elev.
Eric . Cle eland, P.E,
Senior Pro 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 location(s) referenced and are not necessarily Indicative of the properties of other apparently similar or identical
materials,
Test
No.
Final
Final
Final
Final
1
1
1
1
6
6
6
6
25.8
25.6
24,8
25.1
Terracon Rep: Armando Rendon
Field Results Reported To: Contractor
Report Distribution:
(1) City of Coppall TX
(1) Tiseo Paving Company
Reviewed by:
Page 1 of 1
95.4
95,2
94.9
95.1
99
99
99
99
07-8MS1R01.Fw," Kev
lrerracan
FIELD DENSITY TESTING
Report Number: 94081124.0041
Service Date: July 1, 2008
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
Coppel! TX 7501 9
Material Information
Report Date:
Project:
Project No.:
July 07. 2008
Bethel Road I - #ST 99.05
Roadway & Drainage Improvements
CitY Limit Line to Freeport Parkway
Coppell. TX
94081124
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pet)
29.4 89.2
24.5 96.0
Material
No.
1 811240032
2 811240034
Laboratory
Test Method
ASTM D 698
ASTM 0 698
Description and Classification
Dark brown clay (lime treated)
Dark brown and tan clay, with sand (lime
treated)
Proiect Reauirements
Water
Content
. (%)
0/+4
0/+4
Water Dry Unit
Content Weight
(%) (pet)
Field Test Data Probe
Test Lift! Mat. Depth
No. Test Location Elev. No. (inches)
Bethel Road
22 Sta. 41 +00 Final 2 6
23 8ta. 38+00 Final 2 6
24 Sta. 35+00 Final 1 6
25 8ta.32+00 Final 2 6
26 Sta. 29+00 Final 2 6
27 8ta. 26+00 Final 2 6
28 Sta. 23+00 Final 2 6
26.9
27.8
29.7
24.5
24.7
25.7
24.9
92.5
91.8
85.9
92.0
93.8
92.1
93.9
Minimum Dry
Unit Weight
(% compacliol'!)
95
95
Dry Unit
Weight
(% compaction)
96
96
96
96
98
96
98
Comments:
Test results on this report meet project specification.
Services _ Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method: ASTM 0-2922. ASTM 0-3017
Terracon Rep: Julio R. Perez
Field Results Reported To: Contractor
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Conipany
Reviewed by;
IC J CI eland, P.E.
Seni ject 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
D7.8MSIRD7.futullt Key
lrerracon
FIELD DENSITY TESTING
Report Number: 94081124.0046
Service Date: July 2, 2008
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
Material Information
Report Date:
Project:
July 07. 2008
Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
940811-24
Project No.:
-- Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pet)
24.5 96.0
Material
No.
811240034
Laboratory
Test Method
ASTM D 698
Description and Classification
Dark brown and tan clay, with sand (lime
treated)
Proiect Reauirements
Water .
Content
(%)
0/+4
Minimum Dry
Unit Weight
(% compaction)
95
Field Test Data
Probe
Mat. Depth
No. (inches)
Water Dry Unit
Content Weight
(%) (pet)
Dry Unit
Weight
(% compaction)
Test Loc.ation
Pavement, Bethel Road
29 Sta. 53+00
30 Sta. 50+00
31 Sta.47+00
32 Sta. 44+00
Comments:
Test results on this report meet project specification.
Services _ Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method: ASTM 0-2922. ASTM 0-3017
Lift!
Elev.
rl J. Cleveland, P.E.
Se lor Project Engineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the uS'e of the client
indicated above and shall not be reproduced excapt 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.
Test
No.
Final
Final
Final
Final
1
1
1
1
6
6
6
6
27.0
27.8
26.8
27.0
Terracon Rep: Armando Rendon
Field Results Reported To: Contractor
Report Distribution:
(1) City of Coppell TX
(1) TIseo Paving Company
Reviewed by:
Page 1 of 1
92.9
92.9
94.6
93.9
97
97
99
98
07.IMI/RD1.'..... tt.y
lrerracan
FIELD DENSITY TESTING
Report Number: 94081124.0047
Service Date: July 3, 2008
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
Report Date:
Project:
July 07,2008
Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
94081124
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pct)
24.5 96.0
Project No.:
Material
No.
1 811240034
Laboratory
Test Method
ASTM D 698
Description and Classification
Dark brown and tan clay, with sand (lime
treated)
Proiect Reauirements
Water
Content
(%)
0/+4
Field Test Data
Test
No.
Probe
Mat. Depth
No. (inches)
Water Dry Unit
Content Weight
(%) (pcf)
Test Location
Pavement, Bethel Road
33 Sta. 55+00
34 Sta. 58+00
. 35 Sta. 61+00
36 Sta. 64+00
Comments:
Test results on this report meet project specification.
Services _ Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method: ASTM D-2922, ASTM D-3017
Lift!
Elev.
Final
Final
Final
Final
1
1
1
1
6
6
6
6
24.6
24.8
27.6
24.9
Terracon Rep: Armando Rendon
Field Results Reported To: Contractor
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Reviewed by:
95.8
94.7
95.2
95.6
Minimum Dry
Unit Weight
(% compaction)
95
Dry Unit
Weight
(% compaction)
100
99
99
100
He J. Ie land, P.E.
Senior Pro ect Engineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is excluslvel r the us'e 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
D7.BUSfR07.F....J<.y
lrerracon
FIELD DENSITY TESTING
Report Number: 94081124.0038
Service Date: June 25, 2008
8901 Carpenter Frwy, 5te#100
Dallas, Texas 75247
(214) 630-1010
Client:
City of Coppell TX
Attn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppel! TX 75019
Material Information
Report Date:
Project:
July 07,2008
Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
94081124
Project No.:
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pct)
29.4 89.2
24.5 96.0
Material
No.
1 811240032
2 811240034
Laboratory
Test Method
ASTM D 698
ASTM D 698
Description and Classification
Dark brown clay (lime treated)
Dark brown and tan clay, with sand (lime
treated)
Proiect Reauirements
Water
Content
(%)
0/+4
0/+4
Probe
Mat. Depth
No. (inches)
Water Dry Unit
Content Weight
(%) (pct)
Creekview Road
. 15 St8. 2+25 at centerline
16 Sta. 5+25, 15' R of centerline
17 St8. 8+25, 15' L of centerline
Comments:
Test results on this report meet project specification.
Services _ Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Data
Test
No.
LiftJ
Elev.
Test Location
Final
Final
Final
1
1
2
6
6
6
Field Test Method: ASTM 0-2922, ASTM 0-3017
Terracon Rep: Bradley W.Hatch
Field Results Reported To: Rick with C.O.C
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Reviewed by:
30.5
29.9
24.7
Minimum Dry
Unit Weight
(% compaction)
95
95
Dry Unit
Weight
(% compaction)
86.4
88.5
94.0
97
99
98
ric J.
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
fJ7-BMSifiD7.Fwn K.V
FIELD DENSITY TESTING
Report Number: 94081124.0041
Service Date: July 1, 2008
lrerracan
8901 Carpenter Frwy, Ste'#1 00
Dallas, Texas 75247
(214) 630-1010
Client:
City of Coppell TX
AUn: Rick O'Dell
Engineering Oept
PO Box 9478
Coppell TX 75019
Material Information
Material
No.
1 811240032
2 811240034
Laboratory
Test Method
ASTM 0 698
ASTM 0 698
Field Test Data
Test
No.
Test Location
Report Date:
Project:
Project No.:
July 07,2008
Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
94081124
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pet)
29.4 89.2
24.5 96.0
Description and Classification
Dark brown clay (lime treated)
Dark brown and tan clay, with sand (lime
treated)
LiW
Elev.
Proiect Reauirements
Water
Content
(%)
0/+4
0/+4
Probe
Mat. Depth
No. (inches)
Water Dry Unit
Content Weight
(%) (pet)
Minimum Dry
Unit Weight
(% compaction)
95
95
Dry Unit
Weight
(% compaction)
Bethel Road
22 Sta.41+00
23 Sta. 38+00
24 Sta. 35+00
25 Sta. 32+00
26 Sta. 29+00
27 Sta. 26+00
28 Sta. 23+00
Comments:
Test results on this report meet project specification.
Services _ Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method: ASTM D-2922, ASTM D-3017
Terracon Rep: Julio R. Perez
Field Results Reported To: Contractor
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Final
Final
Final
Final
Final.
Final
Final
2
2
1
2
2
2
2
6
6
6
6
6
6
6
26.9
27.8
29.7
24.5
24.7
25.7
24.9
92.5
91.8
85.9
92.0
93.8
92.1
93.9
Reviewed by:
ri . CIe la ,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
96
96
96
96
98
96
98
OT-BhISIR01..fuIW.l<oy
FIELD DENSITY TESTING
Report Number: 94081124.0044
Service Date: June 28,2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Project No.:
July 07, 2008
Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
94081124
Client:
City of Coppell TX
AUn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Materia/Information
Report Date:
Project:
Description and Classification
Dark brown and tan clay, with sand (lime
treated)
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pet)
24.5 96.0
Proiect Reauirements
Material
No.
811240034
Laboratory
T est Method
ASTM 0 698
Water
Content
(%)
0/+4
Minimum Dry
Unit Weight
(% compaction)
95
Field Test Data
Test
No.
Test Location
Lift!
Elev.
Probe
Mat. Depth
No. (Inches)
Water Dry Unit
Content Weight
(%) (pcf)
Dry Unit
Weight
(% compaction)
Pavement, Bethel Road
18 Sta.20+50 Final 1 6 25.8 95.4 99
19 Sta. 16+50 Final 1 6 25.6 95.2 99
20 Sta. 13+50 Final 1 6 24.8 . 94.9 99
21 Sta. 9+00 Final 1 6 25.1 95.1 99
Comments:
Test results on this report meet project specification.
Services _ Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method: ASTM 0-2922, ASTM 0-3017
Terracon Rep: Armando Rendon
Field Results Reported To: Contractor
Report Distribution:
(1) City of Coppel! TX
(1) TIseo Paving Company
Reviewed by:
c . Cleveland, P .E.
Sen' 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
O1-BMS1R07..fw.. ~
FIELD DENSITY TESTING
Report Number: 94081124.0046
Service Date: July 2, 2008
lrerracon
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
Coppel! TX 75019
Materia/Information
Report Date:
Project:
Project No.:
Material
No.
1 811240034
Laboratory
T est Method
A8TM D 698
Description and Classification
Dark brown and tan clay, with sand (lime
treated)
Fie/d Test Data
Test
No.
Lift!
Elev.
Final
Final
Final
Final
Terracon Rep: Armando Rendon
Field Results Reported To: Contractor
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
July 07, 2008
Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
94081124
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pcf)
24.5 96.0
Probe
Mat. Depth
No. (inches)
1
1
1
1
Proiect Reauirements
Water
Content
(%)
01+4
Water Dry Unit
Content Weight
(%) (pct)
6
6
6
6
27.0
27.8
26.8
27.0
Reviewed by:
Minimum Dry
Unit Weight
(% compaction)
95
Dry Unit
Weight
(% compaction)
92.9
92.9
94.6
93.9
97
97
99
98
Test Location
Pavement, Bethel Road
29 Sta. 53+00
30 8ta. 50+00
31 8ta. 47+00
32 Sta. 44+00
Comments:
Test results on this report meet project specification.
Services _ Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method: A8TM 0-2922, ASTM 0-3017
i:l. 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 wilho.ut the written consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the 10caUon(s) referenced and are not necessarily Indicative of the properties of other apparently similar or identical
materials.
Page 1 of 1
DT.8MSJR07.NlA'e Key
FIELD DENSITY TESTING
Report Number: 94081124.0047
Service Date: July 3,2008
lrerracan
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
Material Information
Report Date:
Project:
Project No.:
July 07,2008
Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
94081124
Proiect Reauirements
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pet)
24.5 96.0
Water
Content
(%)
0/+4
Material
No.
1 811240034
Laboratory
T est Method
ASTM D 698
Description and Classification
Dark brown and tan clay, with sand (lime
treated)
Field Test Data
Test
No. Test Location
Pavement, Bethel Road
33 8ta. 55+00
34 Sta. 58+00
35 Sta.61+00
36 Sta. 64+00
Water Dry Unit
Content Weight
(%) (pet)
Probe
Mat. Depth
No. (inches)
Lift!
Elev.
Final
Final
Final
Final
1 6
1 6
1 6
1 6
24.6 95.8
24.8 94.7
27.6 95.2
24.9 95.6
Minimum Dry
Unit Weight
(% compaction)
95
Dry Unit
Weight
(% compaction)
100
99
99
100
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method: ASTM D-2922, ASTM 0-3017
Terracon Rep: Armando Rendon
Field Results Reported To: Contractor
Report Distribution:
(1) City of Coppell TX
(1) TIseo Paving Company
Reviewed by:
veland, P.E.
raject Engineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclu ely 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 transmltt herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily Indicative of the properties of other apparent y similar or Identical
materials.
Page 1 of 1
OT-8M8IR07.fukn kef