ST9902-LR060720
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
Cli~nt:
Project:
City of Coppell
West Sandy Lake Road
Reconstruction
Report Distribution: (1) City of Coppel!
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-071
Report Date: 07/20/2006
Specifications
Percent Compaction: +95% min
Moisture Content: opt -2% to +4%
Test Data
Date Tested: 07/17/2006
Technician: Jory Goldring
2308
Test Method
ASTM D-698
Material Description
Gray Brown Silty Sand w/Rock and Gravel & Trace of Lime
Optimum Maximum Dry
Moisture % Density pcf
Curve No.
13.5 117.0
In-Place Test Results
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve . Depth Moisture (pet) (pcf) Density
Flex-Base: Eastbound Lane
222.0 Final Sta. 54+50 2308 6" 15.8 134.1 115.8 99.0
223.0 Final Sta. 55+20 2308 6" 13.2 132.9 117.4 100.3
224.0 Final Sta. 56+00 2308 6" 15.5 130.2 112.7 96.3
Test results on this report meet project specification.
Test Method(s): ASTM D2922, ASTM D3017
Gauge: CPN
Gauge SN: 6660
Std. Density Count:
R. Carl Lee, SET.
Vice President/CMT Manager
CMJ Engineering, I
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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