ST9902-LR060810
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:
Project:
City of Coppell
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.: 687-5192-109
Report Date: 08/10/2006
Specifications
Test Data
Percent Compaction: +95% min
Moisture Content: opt -2% to +4%
Date Tested: 08/04/2006
Technician: Phil Sommerville
2713
Test Method
ASTM 0-698
Material Description
Brown Sandy Clay Cement Treated
Optimum Maximum Dry
Moisture % Density pcf
Curve No.
15.5 108.0
In-Place Test Results
Test Elevation Ref. Probe
No or Lift Location Curve Depth
Lime Treated Subgrade (cement)
264.0 Final Sandy Lake Road, Eastbound Lane: 2713 BS
Approach to Oak Bend, Sta.49+18
265.0 Final Approach to Church at Sta. 47+00 2713 BS
266.0 Final Sta. 45+50 2713 BS
267.0 Final Sta. 50+00 2713 BS
Percent Wet Density Dry Density Percent
Moisture (pef) (pef) Density
13.9 121.9 107.0 99.1
18.0 122.2 103.6 95.9
15.1 122.7 106.6 98.7
15.2 124.3 107.9 99.9
Test results on this report meet project specification.
Test Method(s): ASTM 02922, ASTM D3017
ADDITIONAL REMARK(s):
Gauge: CPN
Gauge SN: 6430
Std. Density Count: 42606
CMJ Engineering, Inc
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and c! as 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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