ST9902-LR060223
~-Place Soil Moisture/Densib:...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 Cappel!
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-003
Report Date: 02/23/2006
Specifications
Percent Compaction: +95% min +100% max
Moisture Content: opt +0% to +5%
Test Data
Date Tested: 02/15/2006
Technician: Randy Boots
Optimum Maximum Dry
Moisture % Density pet
22.0 99.0
21.0 100.5
Curve No.
Test Method
Material Description
2207
2208
ASTM D-698
ASTM D-698
Dark Brown Clay
Tan and Dark Brown Silty Clay
In-Place Test Results
Test Elevation Ref. Probe
No or Lift Location Curve Depth
Trench B/F -Storm Drain" A-5"
1.0 1 st Lift Sta. 0+50 2207 6"
2.0 Final Sta. 0+51 2207 6"
3.0 1 st Lift Sta. 2+00 2207 6"
4.0 2nd Lift Sta. 2+01 2207 6"
5.0 Final Sta. 2+02 2207 6"
Storm Drain Lateral "A-5-2"
6.0 1 st Lift Sta. 0+35 2207 6"
7.0 Final Sta. 0+36 2207 6"
Percent Wet Density Dry Density Percent
Moisture (pet) (pet) Density
22.0 118.7 97.3
23.0 119.1 96.8
23.6 117.7 95.2
24.0 116.9 94.3
24.3 119.5 96.1
24.3 118.5 95.3
22.7 119.5 97.4
Test results on this report meet project specification.
Test Method(s): ASTM D2922, ASTM D3017
B/F = Backfill
Cf1 #
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Gauge: Humboldt
Gauge SN: 4674
CMJ Engineering, Inc
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and area described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are produce solly for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the written consent of 0 r ient and CMJ Engineering, Inc.
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