ST9902-LR060407
-In-Place Soil Moisture/Densi'v Tests by Nuclear Method
eM J ENGINEERlNG, lNC
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 Cappel!
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-019
Report Date: 04/07/2006
Specifications
Test Data
Percent Compaction: +95% min +100% max
Moisture Content: opt +0% to +5%
Date Tested: 04/04/2006
Technician: Joshua Davis
2351
ASTM D-698
Material Description
Orange Brown Clayey Sand w/Cement
Optimum Maximum Dry
Moisture % Density pcf
Curve No.
Test Method
11.5 108.0
In-Place Test Results
Test
No
Elevation
or Lift
Location
Ref.
Curve
Probe Percent Wet Density Dry Density Percent
Depth Moisture (pct) (pct) Density
6" 11.9 116.5 104.1 (;T
Trench B/F-Drainage Culvert **
78.0 Final. North Side of Job Site, East of Entrance to 2351
/' Sandy Lake Distribution Center
Test results on this report meet project specification.
** Trench Backfill - Drainage Culvert
EAST OF ROYAL LANE-
6" TRENCH ON TOP OF CULVERT
Test Method(s): ASTM D2922, ASTM D3017
PI
~I ~/~ .~~
Gauge: Humboldt
Gauge SN: 5000
Std. Density Count: 3799
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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