ST9902-LR060614
- 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: 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.: 687-5192-053
Report Date: 06/14/2006
Specifications
Percent Compaction: +95% min +100% max
Moisture Content: opt +0% to +5%
Test Data
Date Tested: 06/09/2006
Technician: Jory Goldring
Curve No.
Test Method
Material Description
Optimum Maximum Dry
Moisture % Density pcf
2207
ASTM D-698
Dark Brown Clay
22.0 99.0
In-Place Test Results
Probe Percent Wet Density Dry Density Percent
Depth Moisture (pet) (pet) Density
6" 23.8 120.7 97.5
6" 25.1 120.5 96.3
6" 22.5 121.2 98.9
Test
No
Elevation
or Lift
Location
Ref.
Curve
2207
2207
186.0
187.0
Roadway Embankment or Fill **
Native S/G 10' North of Sandy Lake Road, Left
Quadrant
Native S/G 80' North of Sandy Lake Road, Centerline
Native S/G 160' North of Sandy Lake Road, Right
Quadrant
2207
185.0
Test results on this report meet project specification.
Test Method(s): ASTM D2922, ASTM D3017
ADDITIONAL REMARK(s):
{S/G} Subgrade
** Roadway Embankment or Fill - South End, North Coppell Road at Intersection of Sandy Lake Road
Gauge: CPN
Gauge SN: 6660
Std. Density Count:
CMJ Engineering, I
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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