ST0702-LR091007FIELD DENSITY TEST REPORT
Report Number: 94091 193.0014
Ferracon
Service Date: 09/28/09
8901 Carpenter Frwy.
Report Date: 10/07/09
Dallas, TX 75247
214 -630 -1010 Reg No: F -3272
Client
Project
City of Coppell TX
Southwestern Boulevard
Attn: Keith Marvin
Coppell Road to Grapevine Creek
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94091193
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) ( %) (o /,)
1 94091 193.0002 Dark brown clay, with sand
ASTM D698 24.2 94.6 0/ +4 95
2 94091 193.0001 Light brown and gray sandy clay
ASTM D698 18.1 106.4 0/ +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') (%) (Pei) ( %)
36" Water Line, Line A, West Side
21 Sla.0 +50 Final 1 6 115.0 25.0 27.8 90.0 95
Paving Subgrade, West Side
22 Sta. 11 +80 Final 2 6 127.4 20.2 18.8 107.2 101
Gauge ID: 1960
Comments: "Pest results on this report meet project requirements as noted above.
Services: Perrorm in -place density and moisture content tests to determine degree of compaction and mater' 1 !poi ure
condition.
Terracon Rep.: Barry Cuble
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) cit or Coppell Tx (1) city of Coppell Tx Reviewed By:
(I) City ofC•oppcll'I'x (2) HalffAssoc hic Eric) Cleveland, P.E.
(1) Lacy Construction (1) PacTnist Pacific Renlry Associates LP 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.
CRO11117, a- 30-111. K,,-'2 Page I o1'
FIELD DENSITY TEST REPORT
R eport Number: 94091 174.0031
Service Date: 09 /29/09
Report Date: 10/07/09
EM 9M
1 11 aalu
'[eaman amn
8901 Carpenter Frwy.
Dallas, TX 75247
214 -630 -1010 Reg 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
Water Dry Unit
Water
Minimum
Mat. Proctor
Laboratory Content Weight
Content
Compaction
No. Rel'. No. Classification and Description
Test Method ( %) (pct)
( %)
( %)
1 94091 174.0001 Dark brown silty clay, with sand
ASTM D698 13.5 112.7
0/ +4
95
and asphalt
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)
( %)
8" Sanitary Sewer
14 SIa.0 +60 Final 1
6 127.3 18.6 17.1
108.7
96
15 Sta. 0 +70 2' bfg 1
6 127.5 18.3 16.8
109.2
97
Datum: bfg = below final grade Gauge 1D: 50302535
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 comp
condition.
Terracon Rep.: Michael W. Whyman
Reported To: Alfredo - Longhorn
Contractor: .IR.I Paving
Report Distribution:
(1) City orCoppell'I'x (1) Freese and Nichols Inc Reviewed By:
(1),IR.I Paving LP
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.
CR01107..i.;aui,14".2 Page I of
Senior Project Manager