ST9902-LR060728 (3)
In-Place Soil Moisture/Density 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.: 687-5192-082
Report Date: 07/28/2006
Specifications
Percent Compaction: +95% min +100% max
Moisture Content: opt +0% to +5%
Test Data
Date Tested: 07/22/2006
Technician: Richard Jones
Material Description
Cement Treated Brown Sandy Clay
Optimum Maximum Dry
Moisture % Density pet
Curve No.
Test Method
2669
ASTM D-698
15.5 110.0
In-Place Test Results
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pet) (pet) Density
Roady Way Fill **
231.0 Final N. COPPELL & SANDY LAKE: 2669 6" 19.4 126.7 106.1 96.5
Sta. 53+00, 60' Left of Centerline
232.0 Final Sta. 52+50,10' Left of Centerline 2669 6" 16.5 127.5 109.4 99.5
233.0 Final BRANCH WOOD DRIVE: 2669 6" 18.9 127.1 106.9 97.2
Sta. 0+80 Centerline
Test results on this report meet project specification.
Test Method(s): ASTM 02922, ASTM 03017
Additional Remark(s):
** Roadway Embankment of Fill - NORTH COPPELL & SANDY LAKE
Gauge: Humboldt
Gauge SN: 5000
Std. Density Count:
CMJ Engineering, In
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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