ST0702-LR091218FIELD DENSITY TEST REPORT
Report Number: 94091 174.0049
Service Date: 12/15/09
Report Date: 12/18/09
EM MM
ilmeffacon
8901 Carpenter Frwy.
Dallas, TX 75247
214- 630 -1010 Re No:F -3272
Client
Project
City of Coppel I TX
Coppell Road - #ST07 -02
Attn: Rick O'Dell
Bethel Road to
Engineering Dept
Southwestern Blvd.
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94091174
Material Information
Lab Test Data
Project Requirements
Optimum Max. Lab
Water Dry Unit
Water
Minimum
Mat. Proctor
Laboratory Content Weight
Content
Compaction
No. Ref. No. Classification and Description
Test Method ( %) (pef)
( %)
(off„)
1 94091 174.0040 Gray and brown clay (lime treated)
ASTM D698 25.4 93.6
-2/ +4
95
Field Test Data
Probe Wet Water Water
Dry Unit
Percent
Test Lift / Mat.
Depth Density Content Content
Weight
Compaction
No. Test Location Elev. No.
(in) (pef) (pef) ( %)
(pcf)
( %)
Coppell Road
24 RETEST OF TEST # 19 - 6' Final 1
6 111.5 22.7 25.6
88.8
95
right of centerline, Sta. 11+50
25 RETEST OF TEST #18 - 3' Final 1
6 114.0 23.9 26.5
90.1
96
right of centerline, Sta. 14 +00
Gauge ID: 1960
Comments: Test results on this report meet project requirements as noted above.
Services: Perform in -place density and moisture content tests to determine degree of compaction and mat:rial moisture
condition.
Terracon Rep.: Barry Cuble Started: 1200
Reported To: Billy w /.1R.1 Paving Finished: 1500
Contractor: .IR.I Paving
Report Distribution:
( City or CoppelI Tx (1) Freese m¢I Nichols Inc Reviewed By:
(I) JR.1 Paving LI'
Test Methods: ASTM D6938
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.
t'RON17.- 1- 311- Ww.1( -.2 Page 1 of I
FIELD DENSITY TEST REPORT
Report Number: 94091 174.0047
Irerracon
Service Date: 12/14/09
8901 Carpenter Frwy.
Report Date: 12/18/09
Dallas, TX 75247
214- 630 -1010
Re No: F -3272
Client
Project
City of Coppell TX
Coppell Road - #ST07 -02
Attn: Rick O'Dell
Bethel Road to
Engineering Dept
Southwestern Blvd.
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number:
94091174
Material Information
Lab Test Data
Project Requirements
Optimum Max. Lab
Mat. Proctor
Water
Dry Unit
Water
Minimum
No. Ref. No. Classification and Description
Laboratory
Test Method
Content Weight
( %)
Content
Compaction
1 94091 174.0041 Medium brown and tan clay(lime
ASTM D698
19.7
(Pe})
104.6
( %)
-2/ +4
( %)
95
treated)
2 94091 174.0040 Gray and brown clay (lime treated)
ASTM D698
25.4
93.6
-2/ +4
95
3 94091 174.0045 Reddish brown sandy clay(lime
ASTM D698
14.6
113.2
-2/ +4
95
treated)
Field Test Data
Test
Probe Wet
Water
Water
Dry Unit
Percent
Lift / Mat.
No. Test Location Elev.
Depth Density
Content
Content
Weight
Compaction
No.
(in) (pcf)
(Pei)
( %)
(p
Coppell Road
16 6' right of centerline at Sta. Final 1
6 117.2
18.3
18.5
98.9
95
21 +00
17 2' left of centerline at Sta. 17 +90 Final 2
6 112.3
21.3
23.4
91.0
97
18 3' right of centerline at Sta. Final 2
6 115.0
28.5
33.0 *
86.5
92
14 +00
19 6' right of centerline at Sta. Final 2
6 113.1
26.1
30.0 *
87.0
93
11+50
20 C right of centerline at Sta. Final 2
6 114.7
25.8
29.0
88.9
95
11+80
Mitchell Road
21 3' left of centerline at Sta. 3 +30 Final 3
6 128.4
18.4
16.7
110.0
97
Coppell Road
22 6' right of centerline at Sta. 8 +50 Final 2
6 113.1
21.5
23.5
91.6
98
23 6' right of centerline at Sta. 3 +50 Final 1
6 117.4
18.5
18.7
98.9
95
Gauge ID: 40301932
Comments: An asterisk ( *) appears next to the test results which do not meet the project requirements as noted above.
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.
citnom, •i•zn.ui, Rm2 Page I of 2