ST9905-LR080624
lrerracan
FIELD. DENSITY TESTING
Report Number: 94081124.0036
Service Date: June 17. 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
Cappel! TX 75019
Material Information
Report Date:
Project:
June 24, 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 sandy clay mix (lime
treated)
Proiect Reauirements
Water
Content
(%)
01+4
01+4
Field Test Data
Probe
Mat. Depth
No. (inches)
Water Dry Unit
Content Weight
(%) (pet)
Test Location
E Bound, Bethel Rd.
12 Sta. 0+50, 30' right of center line
13 Sta. 5+00, 10' right of center line
14 Sta. 8+00,10' right of center line
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.
Test
No.
Final
Final
Final
1
2
2
6
6
6
Terracon Rep: Bradley W.Hatch
Field Results Reported To: Contractor
Report Distribution:
(1) City of Coppell TX
(1) TIseo Paving Company
Reviewed by:
31.9
25.7
25.4
Minimum Dry
Unit Weight
(% compacUon)
95
95
Dry Unit
Weight
(% compacUon)
85.8
94.4
92.7
96
98
97
Eric J. Cle land, 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 IndlcaUve of the properUes of other apparently similar or IdenUcal
materials.
Page 1 of 1
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REPORT OF SOIL.LIME MIXTURE PULVERIZATION
llerrac:an
COftsu)ilna I:naln..rs &. Sclan't)ats:
8901 Carpenter FJWY.. Suite #100
Dallas, Texas 75247
(214-630-1010
Date of Service: 06/24/08
Client No.: 18390
Client: City of Coppell TX
Engineering Dept
PO Box 9478
Coppell, TX 75019
Report No.:
Project No.:
Project:
94081124.0037
94081124
Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Contractor: Tiseo
Test Location: Creekview at Sta. 0+00 to
Sta. 10+00
Specification Requirements:
Minimum Passing 1-3/4" Sieve: 100%
Minimum Passing #4 Sieve: 60%
Sample Condition: Field Moist
Test Method: NCTCOG
TEST LOCATION 1-3'4" SIEVE #4 SIEVE
NO. % PASSING % PASSING
1 Sta. 2+25 at centerline 100 78
2 Sta. 5+25, 15' R of centerline 100 74
3 Sta. 8+25, IS' L of centerline 100 76
Comments:
Technician: B. Hatch
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
(!fl/
Eric 1. Cleveland, P.E.
Senior Project Engineer
309bs
This report is exclusively for the use of the client indicated above nnd shill not be reproduced in fulJ without written Ipproval DfTemcon.
lrerracan.
FIELD DENSITY TESTING
Report Number: 94081124.0036
Service Date: June 17, 2008
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
City of Coppel! TX
AUn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppel! TX 75019
Material Information
Report Date:
Proje~:
June 24, 2006
Beth~ ~oaQ 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 D 698
ASTM D 698
Description and Classification
. Dark brown cl~y (lime treated)
Dark brown and tan sandy clay mix (lime
treated)
Proiect Reauirements
Water
Content
(%)
0/+4
0/+4
Minimum Dry
Unit Weight
(% compaction)
95
95
Field Test Data
Test
No.
Probe.
Mat Depth
No. (inches)
Water Dry Unit
Content Weight
(%) (pet)
Dry Unit
Weight
(% compaction)
Test Location
E Bound, Bethel Rd.
12 Sta. 0+50, 30' right of center line
13 Sta. 5+00, 10' right of center line
14 Sta. 8+00, 10' right of center line
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
2
2
6
6
6
31.9
25.7
25.4
Terracon Rep: Bradley W.Hatch
Field Results Reported To: Contractor
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Reviewed by:
85.8
94.4
92.7
96
98
97
rI . 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 al the locallon(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 1
IJ7.DGftlR07.N1n KIy
lrerracan
FIELD DENSITY TESTING
Report Number: 94081124.0036
Service Date: June 17, 2008
890.1 Carpenter Frwy, Ste #10.0.
Dallas, Texas 75247
(214) 630-10.10.
Client:
City of Coppell TX
AUn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 7501 9
Materia/Information
Report Date:
projee!:
June 24, 2008
Beth~ ~oa<<;ll - #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 0 698
ASTM 0 698
Description and Classification
, Dark brown cl~y (lime treated)
Dark brown and tan sandy clay mix (lime
treatea)
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)
T est Location
E Bound, Bethel Rd.
12 Sta. 0+50, 30' right ot center line
13 Sta. 5+00, 10' right of center line
14 Sta. 8+00, 10' right of center line
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.
Test
No.
Final
Final
Final
1
2
2
6
6
6
.31.9
25.7
25.4
Terracon Rep: Bradley W.Hatch
Field Results Reported To: Contractor
Report Distribution:
(1) City of Coppell TX
(1) Tiseo PavIng Company
Reviewed by:
85.8
94.4
92.7
96
98
97
rl . 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
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