ST9902-LR060526 (2)
In-Place Soil Moisture/De"~ty 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.: 687-5192-040
Report Date: OS/26/2006
Specifications
Test Data
Percent Compaction: +95% min +100% max
Moisture Content: opt +0% to +5%
Date Tested: OS/22/2006
Technician: Jory Goldring
2207
2274
Test Method
ASTM D-698
ASTM D-698
Material Description
Optimum Maximum Dry
Moisture % Density pet
Curve No.
Dark Brown Clay
Reddish Brown Sandy Clay
22.0 99.0
13.5 115.0
In-Place Test Results
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pct) (pet) Density
Roadway Fill Areas
162.0 Subgrade 50' West of Royal Lane, Sandy Lake Rd. 2207 6" 33.2* 118.5 89.0 89.9*
163.0 Subgrade 200' West of Royal Lane, Sandy Lake Rd. 2207 6" 26.8 122.1 96.3 97.3
164.0 Subgrade 120' South of Sandy Lake Rd., Royal Lane 2274 6" 17.1 133.3 113.8 99.0
165.0 Subgrade 270' South of Sandy Lake Rd., Royal Lane 2274 6" 15.3 128.6 111.5 97.0
166.0 Subgrade 420' South of Sandy Lake Rd., Royal Lane 2274 6" 15.9 131.1 113.1 98.3
167.0 Subgrade 570' South of Sandy Lake Rd., Royal Lane 2207 6" 24.5 120.5 96.8 97.8
168.0 Subgrade 720' South of Sandy Lake Rd., Royal Lane 2207 6" 26.2 121.7 96.4 97.4
169.0 Subgrade 850' South of Sandy Lake Rd., Royal Lane 2207 6" 24.1 122.5 98.7 99.7
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
CMJ Engineering, In
Gauge: CPN
Gauge SN: 6660
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, d 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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