ST9902-LR061218
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: City of Coppell
Project: 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.: 687-5192-203
Report Date: 12/18/2006
Specifications
Percent Compaction: +95% min
Moisture Content: opt -2% to +4%
Test Data
Date Tested: 12/12/2006
Technician: Josh Bridges
3063
Test Method
ASTM D-698
Material Description
Brown and Light Brown Sandy Clay (Cement Treated)
Optimum Maximum Dry
Moisture % Density pcf
17.0 101.5
Curve No.
In-Place Test Results
Test Elevation Ref. Probe
No or Lift Location Curve Depth
Paving Subgrade **
311.0 Final 5' East, 10' North of SW Corner of Cutout 3063 6"
312.0 Final 10' North, 10' West of SE Comer of Cutout 3063 6"
313.0 Final 15' South, 5' East of NW Comer of Cutout 3063 6"
Percent
Moisture
Wet Density Dry Density
(pct) (pct)
16.4
17.4
16.5
105.9 91.0
105.9 90.2
111.1 95.4
An asterisk (*) appears next to test results which do NOT meet the project specifications.
/
Test Method(s): ASTM D2922, ASTM D3017
Additional Remark(s):
* Non-Compliant: John Gay with Tiseo Paving Company was Notl
** Paving Subgrade: 15x10 paving cutout at the SE corner of
r}
rZ/t 1; t' if
Gauge SN: 5000
Std. Density Count: 3726
R. Carl Lee, S.E.T.
Vice President/CMT Manager
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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