ST1002-LR120418FIELD DENSITY TEST REPORT
Report Number: 94111246.0154
Service Date: 04/11/12 8901 Carpenter Frwy. Suite 100
Report Date: 04/18/12 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
#ST 10 -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, Eastboud
Laboratory
Test Method
ASTM D698
Lab Test Data
Optimum
Max .Lab
Water
Dry Unit
Content
Weight
( %)
(pef)
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) ( %)
320 Sta.4 +06 Final 1 6 122.0 22.6 22.7 99.4 96
321 Sta.5 +39 Final 1 6 126.2 23.7 23.1 102.5 99
Datum: Gauge ID: 5030
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.: Michael W. Whyman
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) 7R7 Paving LP, Emailed
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-4 Page 1 of 1
FIELD DENSITY TEST REPORT
Report Number: 94111246.0161
Service Date: 04/16/12
8901 Carpenter
Frwy. Suite 100
Report Date: 04/18/12
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
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
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) (pcf)
(pcf) ( %)
(pcf) ( %)
Paving
322 Intersection of Bethel & Main Final 1
6 112.7
23.5 26.3
89.2 94
(East section)
323 RETEST OF TEST #322 Final 1
6 125.0
23.7 23.4
101.3 100+
Storm Sewer Line A
324 Sta. 1 +50 2' BFG 2
6 118.4
14.1 13.5
104.3 96
325 Sta. 1 +50 1' BFG 2
6 118.6
13.0 12.3
105.6 97
326 Sta. 1+50 Final 2
6 118.6
13.8 13.2
104.8 96
Datum: BFG = Below final grade 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:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Eric J. Cleveland, P.E.
(1) Freese and Nichols Inc, Emailed (1) 7R7 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-4 Page 1 of 1
SAMPLE PICK -UP REPORT
Irerracon
Report Number: 94111246.0156
Service Date: 04/12/12
8901 Carpenter Frwy. Suite 100
Report Date: 04/18/12
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.: 94111246.0155
No. of Cylinders: 14
Services: Concrete cylinder pickup.
Terracon Rep.: Randall Hollis
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:
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