ST9902-LR060615 (2)
- 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:
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.: 687-5192-054
Report Date: 06/15/2006
Specifications
Test Data
Percent Compaction: +95% min +100% max
Moisture Content: opt +0% to +5%
Date Tested: 06/12/2006
Technician: Richard Jones
2208
2207
ASTM D-698
ASTM D-698
Material Description
Tan and Dark Brown Silty Clay
Dark Brown Clay
Optimum Maximum Dry
Moisture % Density pet
21.0 100.5
22.0 99.0
Curve No.
Test Method
In-Place Test Results
Test
No
Elevation
or Lift
Location
Ref. Probe Percent Wet Density Dry Density Percent
Curve Depth Moisture (pet) (pet) D 'ty
2208 6" 21.6 117.1 96.3 95.8
2207 6" 22.7 119.4 97.3 98.3
2207 6" 22.2 117.2 95.9 96.9
188.0
189.0
190.0
2nd Lift
2nd Lift
2nd Lift
Roadway Embankment Fill **
Centerline, Sta. 3+25
Centerline, Sta. 2+50
Centerline, Sta. 1+50
Test results on this report meet project specification.
Test Method(s): ASTM D2922, ASTM D3017
ADDITIONAL REMARK(s):
** Roadway Embankment Fill, NORTH COPPELL DRIVE
Gauge: Troxler
Gauge SN: 5381
Std. Density Count: 17
CMJ Engineering, I c
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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