ST9902-LR060616
In-Place Soil Moisture/Dens:l.ty Tests by Nuclear Method
eMJ ENGINEERlNG,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.: 687-5192-055
Report Date: 06/16/2006
Specifications
Percent Compaction: +95% min +100% max
Moisture Content: opt +0% to +5%
Test Data
Date Tested: 06/13/2006
Technician: Richard Jones
Optimum Maximum Dry
Curve No. Test Method Material Description Moisture % Density pet
2207 ASTM D-698 Dark Brown Clay 22.0 99.0
2308 ASTM D-698 Gray Brown Silty Sand w/Rock and Gravel & Trace of Lime 13.5 117.0
2276 ASTM D-698 Reddish Brown, Tan and Gray mottled Sandy Clay 14.0 115.0
In-Place Test Results
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pet) (pet) Density
Roadway Embankment of Fill **
191.0 3rd Lift 150' North of Sandy Lake, Centerline 2207 6" 23.1 118.5 96.3 97.3
192.0 4th Lift 150' North of Sandy Lake, Centerline 2308 6" 13.2' 119.8 105.8 90.4 '
193.0 3rd Lift 100' North of Sandy Lake, Centerline 2207 6" 22.4 120.7 98.6 99.6
194.0 4th Lift 100' North of Sandy Lake, Centerline 2207 6" 22.9 119.6 97.3 98.3
195.0 3rd Lift 50' North of Sandy Lake, Centerline 2276 6" 15.2 126.4 109.7 95.4
196.0 4th Lift 50' North of Sandy Lake, Centerline 2207 6" 17.7' 114.8 97.5 98.5
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
** NORTH COPPELL DRIVE
Gauge: Troxler
Gauge SN: 5381
Std. Density Count: 1757
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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