ST9902-LR060605
- In-Place Soil Moisture/Den -'y Tests by Nuclear Method
eM J ENGINEERING, INC
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (8 ~84-9400 Fax: (817) 589-9993
Client:
Project:
Report Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
City of Coppell
West Sandy Lake Ro
Reconstruction
CMJ Report No.: 687-5192-044
Report Date: 06/05/2006
Specifications
Percent Compaction: +95% min +100% max
Moisture Content: opt +0% to +5%
Test Data
Date Tested: 05/30/2006
Technician: Shawn Wood
Curve No.
Test Method
ASTM D-698
ASTM D-698
Dark Brown Clay
Reddish Brown, Tan and Gray mottled Sandy Clay
Material Description
22.0 99.0
14.0 115.0
2207
2276
In-Place Test Results
Test Elevation Ref.
No or Lift Location Curve
Roadway Embankment **
176.0 1 st Lift 60' East of Royal Ln. South Intersection 2207
177.0 1 st Lift 120' East of Royal Ln. South Intersection 2207
178.0 1 st Lift 200' East of Royal Ln. South Intersection 2276
Probe
Depth
6"
6"
6"
Test results on this report meet project specification.
Test Method(s): ASTM D2922, ASTM D3017
ADDITIONAL REMARK(s):
** Roadway Embankment - Sandy Lake Rd., South Side Fill
Gauge: CPN
Gauge SN: 6660
Std. Density Count: 58820
CMJ Engineering, 'nc
Optimum Maximum Dry
Moisture % Density pcf
Percent Wet Density Dry Density Percent
Moisture (pet) (pet) Density
25.1 118.6 94.8 ~
23.5 122.0 98.8 99.8
18.2 130.3 110.2 95.8
" ~ 7'(f/
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, an 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.
07 Page 1 of 1