ST9902-LR060726 (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.: 687-5192-077
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
ASTM 0-698
Material Description
Reddish Brown, Tan and Gray mottled Sandy Clay
Optimum Maximum Dry
Moisture % Density pcf
Curve No.
Test Method
2276
14.0 115.0
In-Place Test Results
Percent Wet Density Dry Density Percent
Moisture (pet) (pet) Density
18.3 130.2 110.1 95.7
16.5 131.3 112.7 98.0
16.8 129.5 110.9 96.4
Test
No
Elevation
or Lift
Location
Ref.
Curve
Probe
Depth
225.0
1 st Lift
Roadway Embankment
SANDY LAKE RD., WESTBOUND LANE:
20' West of Coppell Road, Centerline
Centerline of Coppell Road, North Half
10' West of Coppell Road, South Half
2276
6"
226.0
227.0
1st Lift
1 st Lift
2276
2276
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, an areas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are produc d solely for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the written consen our client and CMJ Engineering, Inc.
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