ST9902-LR060621
- In-Place Soil Moisture/Den~y Tests by Nuclear Method
eM J ENGINEER[NG, 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.: 687-5192-057
Report Date: 06/21/2006
Specifications
Percent Compaction: +95% min +100% max
Moisture Content: opt +0% to +5%
Test Data
Date Tested: 06/15/2006
Technician: Richard Jones
2208
ASTM D-698
Material Description
Tan and Dark Brown Silty Clay
Optimum Maximum Dry
Moisture % Density pcf
21.0 100.5
Curve No.
Test Method
In-Place Test Results
Test Elevation Ref.
No or Lift Location Curve
Roadway Embankment of Fill **
201.0 6th Lift Sta. 2+40 at Center 2208
202.0 7th Lift Sta. 2+40 at Center 2208
203.0 6th Lift Sta. 1 +55 at Center 2208
204.0 7th Lift Sta. 1+55 at Center 2208
Probe
Depth
Percent Wet Density Dry Density Percent
Moisture (pct) (pet) Density
21.1 116.4 96.1
21.8 119.9 98.4
21.4 118.0 97.2
22.2 117.2 95.9
6"
6"
6"
6"
Test results on this report meet project specification.
ADDITIONAL REMARK(s):
** N. COPPELL DRIVE
Test Method(s): ASTM D2922, ASTM D3017
Gauge: Troxler
Gauge SN: 5381
CMJ Engineering, Inc
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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