ST1002-LR120502 (2)FIELD DENSITY TEST REPORT
Report Number: 94111246.0176
Service Date: 04/26/12
Report Date: 05/02/12
Task:
Irerracon
8901 Carpenter Frwy. Suite 100
Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client
119.9
Project
24.0
City of Coppell TX
100+
Old Town Coppell & Bethel Road
2
Attn: Rick O'Dell
121.9
#ST10 -02
13.7
Engineering Dept
98
Between Coppell Rd & Freeport
3
PO Box 9478
130.1
Coppell, TX
15.3
Coppell, TX 75019
97
Project Number: 94111246
3
Material Information
129.9
Lab Test Data
Project Requirements
116.0
99
Optimum Max. Lab
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
2 94111246.0002
Dark brown to light brown sandy
ASTM D698 14.0 109.0
-2/ +4 95
clay, with gravel
3 94111246.0006
Brown clayey sand, with gravel
ASTM D698 13.3 116.6
-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) (pcf) ( %) (pcf) ( %)
South Coppell Road and Bethel Road
332 SW approach
Storm Line, Line M
333 Sta.2 +00
334 Sta.2 +02
335 Sta.2 +04
FG
1
6
119.9
23.2
24.0
96.7
100+
2' BFG
2
6
121.9
14.7
13.7
107.2
98
1' BFG
3
6
130.1
17.3
15.3
112.8
97
FG
3
6
129.9
13.9
12.0
116.0
99
Datum: FG = final grade BFG = below final grade Gauge ID: 21426
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.: Juan Lopez
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Reviewed By: /
(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
FIELD DENSITY TEST REPORT
Report Number: 94111246.0186 Irerracon
Service Date: 05/01/12 8901 Carpenter Frwy. Suite 100
Report Date: 05/02/12 Dallas, TX 75247
Task: 214 - 630 -1010 Reg No: F -3272
Client
City of Coppell TX
Attn: Rick O'Dell
Project
Old Town Coppell & Bethel Road
#ST10 -02
Engineering Dept Between Coppell Rd & Freeport
PO Box 9478 Coppell, TX
Coppell, TX 75019 Project Number: 94111246
Material Information
Mat. Proctor
No. Ref. No. Classification and Description
1 94111246.0001 Dark brown & brown clay, with
sand
Field Test Data
Test
No. Test Location
Bethel Road
Laboratory
Test Method
ASTM D698
Lab Test Data
Optimum
Max. Lab
Water
Dry Unit
Content
Weight
( %)
(pcf)
19.0
104.0
Project Requirements
Water
Minimum
Content
Compaction
-2/ +4
95
Probe Wet Water Water Dry Unit Percent
Lift / Mat. Depth Density Content Content Weight Compaction
Elev. No. (in) (pcf) (pcf) ( %) (pcf) ( %)
336 Sta.5 +00 Final 1 6 125.2 21.2 20.4 104.0 100
Datum: Gauge ID: 35367
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.: Julio R. Perez
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed
Test Methods: ASTM D6938
Reviewed By: f
Eric J. Cleveland, P.E.
Senior Project Manager
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
SAMPLE PICK -UP REPORT
Irerracon
Report Number: 94111246.0182
Service Date: 04/28/12
8901 Carpenter Frwy. Suite 100
Report Date: 05/02/12
Dallas, TX 75247
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
TOTAL NUMBER OF CONCRETE CYLINDERS PICKED UP: 14
Report No.:
No. of Cylinders
Report No.:
No. of Cylinders
94111246.0177
10
94111246.0178
4
Services: Concrete cylinder pickup.
Terracon Rep.: Kudret Aksu
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed
Reviewed By: ✓ f 4 e Z�Ai
Eric J. Cleveland, P.E.
Senior Project Manager
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.
BC0001, 10- 25-10, Rev.9 Page 1 of 1 sa