ST1002-LR120220FIELD DENSITY TEST REPORT
Ir erracon
Report Number: 94111246.0040
Service Date: 02/14/12
8901 Carpenter Frwy. Suite 100
Report Date: 02/20/12
Dallas, TX 75247
Task:
214 - 630 -1010 Reg No: F -3272
Client
Project
City of Coppell TX
Old Town Coppell & Bethel Road
Attn: Rick O'Dell
#ST10 -02
Engineering Dept
Between Coppell Rd & Freeport
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94111246
Material Information
Lab Test Data Project Requirements
278
Optimum Max. Lab
Final
Water Dry Unit Water Minimum
Mat. Proctor
Laboratory Content Weight Content Compaction
No. Ref. No. Classification and Description
Test Method ( %) (pcf)
1 94111246.0038 Dark brown clay ( lime treated)
ASTM D698 24.4 95.0 -2/ +4 95
Field Test Data
Test
No. Test Location
Probe Wet Water Water Dry Unit Percent
Lift / Mat. Depth Density Content Content Weight Compaction
Elev. No. (in) (pcf) (PC ( %) (PC ( %)
Datum: Gauge ID: 1469
Comments: Test and /or retest 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 material moisture
condition.
Terracon Rep.: Christopher Amoah
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Reviewed By: W ,�,z
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Eric J. Cleveland, P.E.
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed Senior Project Manager
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.
CR0007, 8- 27 -11, Rev.a Page 1 of 1
Paving
276
Main St., northbound, Sta. 3 +00
Final
1
6
120.9
25.5
26.7
95.4
100
277
Main St., southbound, Sta. 3 +50
Final
1
6
116.8
23.9
25.7
92.9
98
278
Crockett Rd., Sta. 1 +80
Final
1
6
117.8
22.3
23.3
95.5
100+
279
Burnett Rd., Sta. 1 +75
Final
1
6
117.9
24.8
26.6
93.1
98
280
Burnett Rd., Sta. 3 +50
Final
1
6
115.2
23.8
26.0
91.4
96
281
Houston Rd., Sta. 9 +50
Final
1
6
121.4
25.8
27.0
95.6
100+
282
Houston Rd., Sta. 6 +00
Final
1
6
118.1
23.2
24.4
94.9
100
Datum: Gauge ID: 1469
Comments: Test and /or retest 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 material moisture
condition.
Terracon Rep.: Christopher Amoah
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Reviewed By: W ,�,z
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Eric J. Cleveland, P.E.
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed Senior Project Manager
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.
CR0007, 8- 27 -11, Rev.a Page 1 of 1