ST9902-LR060718
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: City of Coppell
Project: 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.: 687-5192-069
Report Date: 07/18/2006
Specifications
Percent Compaction: +95% min
Moisture Content: opt -2% to +4%
Test Data
Date Tested: 07/12/2006
Technician: Rick Campbell
ASTM D-698
Material Description
Light Brown Clayey Sand Cement Treated
Optimum Maximum Dry
Moisture % Density pet
Curve No.
Test Method
2626
14.5 113.0
In-Place Test Results
Test Elevation Ref. Probe
No or Lift Location Curve Depth
Lime Treated Paving Subgrade**
219.0 Final Sta. 50+50 2626 6"
220.0 Final Sta.51+75 2626 6"
221.0 Final Sta. 53+00 2626 6"
Percent Wet Density Dry Density Percent
Moisture (pet) (pet) Density
14.2 128.2 112.3 99.4
15.6 130.4 112.8 99.8
14.4 124.9 109.2 96.6
Test results on this report meet project specification.
Test Method(s): ASTM D2922, ASTM D3017
Additional Remark(s):
** Lime Treated Paving Subgrade - EASTBOUND, SANDY LAKE ROAD
Gauge: Humboldt
Gauge SN: 4953
Std. Density Count: 378
R. Carl Lee, SET.
Vice PresidentlCMT Manager
CMJ Engineering, Inc
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, 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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