ST9902-LR060612 (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.: 687-5192-051
Report Date: 06/12/2006
Specifications
Percent Compaction: +95% min +100% max
Moisture Content: opt +0% to +5%
Test Data
Date Tested: 06/06/2006
Technician: Phil Sommerville
Curve No.
Material Description
Optimum Maximum Dry
Moisture % Density pcf
2207
2274
Test Method
ASTM D-698
ASTM D-698
Dark Brown Clay
Reddish Brown Sandy Clay
22.0
13.5
99.0
115.0
In-Place Test Results
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pet) (pet) Density
Trench Backfill **
179.0 -1' BFG Inlet A-2, Royal Lane 2207 6" 23.0 118.7 96.5 97.5
180.0 Final Inlet A-2, Royal Lane 2207 6" 22.4 118.9 97.1 98.1
181.0 -2' BFG Inlet A2-4, Royal Lane 2207 6" 26.2 119.9 95.0 96.0
182.0 -1' BFG Inlet A2-4, Royal Lane 2207 6" 22.6 119.4 97.4 98.4
183.0 -1' BFG Inlet B-1, Sandy Lake Road 2274 6" 14.9 128.5 111.8 97.2
184.0 Final Inlet B-1, Sandy Lake Road 2274 6" 13.8 128.3 112.7 98.0
Test results on this report meet project specification.
Test Method(s): ASTM D2922, ASTM D3017
ADDITIONAL REMARK(s):
{BFG} Below Final Grade
Trench Backfi!1 - Inlets on Royal Lane and Sandy Lake
Gauge: CPN
Gauge SN: 6430
Std. Density Count: 4281
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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