ST9902-LR060628
- In-Place Soil Moisture/Den~y 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.: 687-5192-060
Report Date: 06/28/2006
Specifications
Percent Compaction: +95% min +100% max
Moisture Content: opt +0% to +5%
Test Data
Date Tested: 06/23/2006
Technician: Josh Bridges
2208
Test Method
ASTM D-698
Material Description
Tan and Dark Brown Silty Clay
Optimum Maximum Dry
Moisture % Density pet
21.0 100.5
Curve No.
In-Place Test Results
Test Elevation Ref. Probe
No or Lift Location Curve Depth
Roadway Embedment **
205.1 Final Retest of #205.0, Report #687-5192-058 2208 6"
206.1 Final Retest of #206.0, Report #687-5192-058 2208 6"
207.1 Final Retest of #207.0, Report #687-5192-058 2208 6"
Percent Wet Density Dry Density Percent
Moisture (pet) (pet) Density
22.2 121.2 99.2 98.7
21.0 119.4 98.7 98.2
22.5 119.3 97.4 96.9
Test results on this report meet project specification.
Test Method(s): ASTM D2922, ASTM D3017
Additional Remark(s):
** Roadway Embedment - NORTH of SANDY LAKE
Retest of Report #687 -5192-058; Date Tested: 6/16/2006
Gauge: CPN
Gauge SN: 6430
LIMITATIONS: The test results presented in Ihis report apply only to the specific samples, ite. s, and areas described within this report. The test results
do not pertain to any other samples, ilems or areas regardless of similarity. Our reports are p duced 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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