ST9902-LR060419
-In-Place Soil Moisture/Densitv 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.: 687-5192-026
Report Date: 04/19/2006
Specifications
Percent Compaction: +95% min +100% max
Moisture Content: opt +0% to +5%
Test Data
Date Tested: 04/14/2006
Technician: Jory Goldring
2208
Test Method
ASTM D-698
Material Description
Tan and Dark Brown Silty Clay
Optimum Maximum Dry
Moisture % Density pet
Curve No.
21.0 100.5
In-Place Test Results
Test
No
Elevation
or Lift
Location
Ref. Probe Percent Wet Density Dry Density Percent
Curve Depth Moisture (pet) (pet) Density
2208 6" 24.6 123.0 98.7
2208 6" 25.2 120.6 96.3
2208 6" 21.7 121.0 99.4
2208 6" 21.9 122.0 100.1
2208 6" 23.2 122.8 99.7
Trench Backfill - Box Culvert
106.0 -4.0' BFG Sta.7+99
107.0 -3.0' BFG Sta.7+99
108.0 -2.0' BFG Sta.7+99
109.0 -1.0' BFG Sta.7+99
110.0 Final Sta.7+99
Test results on this report meet project specification.
Test Method(s): ASTM D2922, ASTM D3017
{BFG} Below Final Grade
Gauge: CPN
Gauge SN: 6660
Std. Density Count: 60011
CMJ Engineering, 'nc
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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