ST9902-LR060808
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.: 687-5192-102
Report Date: 08/08/2006
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Specifications
Test Data
Percent Compaction: +95% min
Moisture Content: opt -2% to +4%
Date Tested: 08/02/2006
Technician: Phil Sommerville
2675
2682
ASTM 0-698
ASTM 0-698
Material Description
Light Brown Sandy Clay (Lime Treated)
Lime Treated Light Brown Sandy Clay
Optimum Maximum Dry
Moisture % Density pcf
Curve No.
Test Method
17.0 105.5
16.0 99.5
In-Place Test Results
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pef) (pet) Density
Lime Treated Subgrade
261.0 Final SW Approach at Coppell Road 2675 6" 15.5 120.5 104.3 98.9
262.0 Final NW Approach at Coppell Road 2682 6" 14.3 110.0 96.2 96.7
263.0 Final SE Approach at Coppell Road 2675 6" 16.1 121.6 104.7 99.2
Test results on this report meet project specification.
Test Method(s): ASTM D2922, ASTM 03017
Additional Remark(s): ** Approaches, South End of Coppell Rd.
CMJ Engineering, Inc
Gauge: CPN Gauge SN: 6430
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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