ST9902-LR060726 (2)
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.: 687-5192-079
Report Date: 07/26/2006
Specifications
Percent Compaction: +95% min +100% max
Moisture Content: opt +0% to +5%
Test Data
Date Tested: 07/20/2006
Technician: Jory Goldring
2274
Test Method
ASTM 0-698
Material Description
Optimum Maximum Dry
Moisture % Density pcf
Curve No.
Reddish Brown Sandy Clay
13.5 115.0
In.Place Test Results
Test Elevation Ref.
No or Lift Location Curve
Roadway Embankment of Fill
228.0 2nd Lift SANDY LAKE RD., WESTBOUND LANE: 2274
30' West of Coppell Rd., Centerline
229.0 2nd Lift Centerline of Coppell Rd., North Half 2274
230.0 2nd Lift 10' East of Coppell Rd., South Half 2274
Probe
Depth
Percent Wet Density Dry Density Percent
Moisture (pet) (pet) Density
15.1 130.6 113.5 98.7
13.8 130.0 114.2 99.3
17.2 129.7 110.7 96.3
6"
6"
6"
Test results on this report meet project specification.
Test Method(s): ASTM 02922, ASTM 03017
CMJ Engineering, Inc
Gauge: CPN
Gauge SN: 6660
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, nd reas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are produ 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.
07 Page 1 of 1