ST9902-LR060601
- In-Place Soil Moisture/Deno.tt: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.: 687-5192-041
Report Date: 06/01/2006
~pecifications
Percent Compaction: +95% min +100% max
Moisture Content: opt +0% to +5%
Test Data
Date Tested: OS/24/2006
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
Wet Density
(pet)
Percent
Density
Test
No
Elevation
or Lift
Location
Ref.
Curve
Probe
Depth
Percent
Moisture
170.0
171.0
172.0
2nd Lift
2nd Lift
2nd Lift
Roadway Embankment- Fill Area
150' South of Sandy Lake Rd., Royal Ln.
300' South of Sandy Lake Rd., Royal Ln.
450' South of Sandy Lake Rd., Royal Ln.
2207
2207
2207
6"
6"
24.3
24.6
22.4
122.2
120.5
120.6
98.3
96.7
98.5
99.3
97.7
99.5
6"
Test results on this report meet project specification.
Test Method(s): ASTM D2922, ASTM D3017
Gauge: CPN
Gauge SN: 6660
Std. Density Count: 60015
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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