ST9902-LR060410
- In-Place Soil Moisture/DensJ-tv 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 Sand
Re ction
Report Distribution: (1) City of Coppel!
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nal! & Perkins
CMJ Report No.: 687-5192-020
Report Date: 04/10/2006
Specifications
Test Data
Percent Compaction: +95% min +100% max
Moisture Content: opt +0% to +5%
Date Tested: 04/05/2006
Technician: Joshua Davis
2207
2208
Test Method
ASTM D-698
ASTM D-698
Material Description
Optimum Maximum Dry
Moisture % Density pcf
Curve No.
Dark Brown Clay
Tan and Dark Brown Silty Clay
22.0 99.0
21.0 100.5
In-Place Test Results
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pet) (pet) Density
Roadway Embankment SD **
79.0 -2.0' BFG Sta.1+70 2207 6" 26.6 121.4 96.9
80.0 -1.0'BFG Sta.1+70 2207 6" 25.7 121.8 97.9
81.0 Final Sta.1+70 2207 6" 26.6 124.4 99.3
82.0 -2.0' BFG Sta. 2+07 2207 6" 26.7 121.0 96.5
83.0 -1.0'BFG Sta. 2+07 2207 6" 26.3 119.9 95.9
84.0 Final Sta. 2+07 2208 6" 25.3 125.8 99.9
85.0 -2.0' BFG Sta. 2+60 2207 6" 25.6 123.7 99.5
86.0 -1.0' BFG Sta. 2+60 2207 6" 24.7 123.2 99.8
87.0 Final Sta. 2+60 2207 6" 24.7 123.0 .'6
Test results on this report meet project specification.
Test Method(s): ASTM D2922, ASTM D3017
STORM D
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Gauge: Humboldt
Gauge SN: 5000
Std. Density Count: 3800
CMJ Engineering, Inc
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, a areas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are produ ed 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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