ST9902-LR061018
In-Place Soil Moisture/Density Tests by Nuclear Method
eM J ENGINEERING, INC
7636 Pebble Drive Fort Worth, Texas 76118 Tel; (817) 284-9400 Fax: (817) 589-9993
Client:
Project:
City of Coppell
West Sandy Lake Road
Reconstruction
Report Distribution (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.
Report Date
687-5192-159
10/18/2006
Specifications
Test Data
Percent Compaction +95% min
Moisture Content: opt -2% to +4%
Date Tested 10/13/2006
Technician Jory Goldring
ASTM D-698
Material Description
Brown and Reddish Brown Silty Clay wIG ravel
Optimum Maximum Dry
Moisture % Density pcf
Curve No.
Test Method
2909
17.5 107.5
In-Place Test Results
Percent Wet Density Dry Density Percent
Moisture (pcf) (pcf) Density
16.3 1207 103.8 a
171 123.1 105.1 97.8
16.7 125.9 107.9 100.
Test
No
Elevation
or Lift
Location
Ref. Probe
Curve Depth
2909 6"
2909 6"
2909 6"
305.0
306.0
3070
Final
Final
Final
Stabilized Paving Snbgrade**
Sta 42+50, North Half
Sta. 45+00, South Half
Sta. 47+50, Centerline
Test results on this report meet project specification.
Test Method(s): ASTM D2922, ASTM D3017
Additional Remark(s)
** Stabilized Paving Subgrade, Westbound Lane
Gauge: Troxler
Gauge SN: 13723
,,-I \.t "
r \ ~,.,,~
\0,11
CMJ Engineering, In R. Carl Lee, S E.T
- - / Vice PresidenVCMT Manager
LIMITATIONS The test results presented in this report apply only to the specific samples, item} and areas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity Our reports are produced solely for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the written consent of our client and CMJ Engineering, Inc.
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