ST9902-LR060612
- In-Place Soil Moisture/Den~v 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.: 687-5192-058
Report Date: 06/21/2006
Specifications
Percent Compaction: +95% min +100% max
Moisture Content: opt +0% to +5%
Test Data
Date Tested: 06/16/2006
Technician: Rick Campbell
Curve No.
Test Method
Material Description
Optimum Maximum Dry
Moisture % Density pet
2208
ASTM D-698
Tan and Dark Brown Silty Clay
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 (pcf) (pct) Density
Roadway Embankment **
205.0 Final Sta. 1 +50 2208 6" 11.4' 111.7 100.3
206.0 Final Sta. 1 +45 2208 6" 11.8' 111.5 99.7
207.0 Final Sta. 1 +40 2208 6" 11.4' 111.8 100.4
An asterisk (') appears next to test results which do NOT meet the project specifications.
Test Method(s): ASTM D2922, ASTM D3017
ADDITIONAL REMARK(s):
* Non-Compliant: Contractor Notified
** Roadway Embankment - North Coppell Road
Gauge: Humboldt
Gauge SN: 4953
Std. Density Count: 3778
CMJ Engineering, Inc
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and ar as described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced s lely 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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