ST9902-LR060317 (3)
_ 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:
Report Distribution: (1) City of Coppell
(1) City of Cop pel!
(1) Tiseo Paving Company
(1) Teague Nal! & Perkins
CMJ Report No.: 687-5192-011
Report Date: 03/17/2006
Specifications
Test Data
Percent Compaction: +95% min +100% max
Moisture Content: opt +0% to +5%
Date Tested: 03/14/2006
Technician: Phil Sommerville
Curve No.
Test Method
Material Description
2274
2275
2276
ASTM D-698
ASTM D-698
ASTM D-698
Reddish Brown Sandy Clay
Tan Sandy Clay
Reddish Brown, Tan and Gray mottled Sandy Clay
In-Place Test Results
Test
No
Elevation
or Lift
Ref. Probe
Curve Depth
2274 6"
2275 6"
2276 6"
Location
Temporary Roadway Sub grade
52.0 Subgrade Sta. 52+75 on Sandy Lake
53.0 Subgrade Sta. 51+70 on Sandy Lake
54.0 Subgrade Sta. 55+40 on Sandy Lake
Test results on this report meet project specification.
Test Method(s): ASTM D2922, ASTM D3017
Optimum
Moisture %
13.5
12.5
14.0
Percent
Moisture
Wet Density
(pet)
Dry Density
(pcf)
Percent
Density
15.9 132.8 114.6
12.5 131.0 116.4
16.3 127.6 109.7
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Gauge: CPN
Gauge SN: 6430
CMJ Engineering, Inc
43154
R. Carl Lee, SET.
CMT Manager
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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