ST9902-LR061017
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: 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.: 687-5192-155
Report Date: 10/17/2006
Specifications
Percent Compaction: +95% min
Moisture Content: opt -2% to +4%
Test Data
Date Tested: 10/12/2006
Technician: Jory Goldring
2687
2707
ASTM D-698
ASTM D-698
Material Description
Light Brown Tan Lime Treated Clay
Light Gray Sandy Clay Lime Treated
Optimum Maximum Dry
Moisture % Density pcf
17.5 106.5
22.5 94.0
Curve No.
Test Method
In-Place Test Results
Test Elevation Ref. Probe
No or Lift Location Curve Depth
Stabilized Paving Subgrade **
299.0 Final Sta. 27+50, North Half 2687 6"
300.0 Final Sta. 30+00, South Half 2687 6"
301.0 Final Sta. 32+50, Centerline 2687 6"
302.0 Final Sta. 35+00, North Half 2687 6"
303.0 Final Sta. 38+50, South Half 2707 6"
304.0 Final Sta. 41 +00, Centerline 2707 6"
Test results on this report meet project specification.
Test Method(s): ASTM D2922, ASTM D3017
Percent Wet Density Dry Density Percent
Moisture (pcf) (pcf) Density
15.8 122.1 105.4 99.0
18.6 123.2 103.9 97.6
17.1 123.1 105.1 98.7
17.9 125.3 106.3 99.8
21.5 114.5 94.2 100.2
23.2 114.0 92.5 98.4
Additional Remark(s):
** Stabilized Paving Subgrade, Westbound Lane
Gauge: Humboldt
Gauge SN: 4953
Std. Density Count: 3781
R. Carl Lee, SET.
Vice PresidenVCMT Manager
CMJ Engineering, Inc
J
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.
07 Page 1 of 1