ST9902-LR060905
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.: 687-5192-138
Report Date: 09/05/2006
Specifications
Percent Compaction: +95% min
Moisture Content: opt -2% to +4%
Test Data
Date Tested: 08/30/2006
Technician: Rick Campbell
2700
Test Method
ASTM D-698
Material Description
Tan and Brown Sandy Clay wfLime
Optimum Maximum Dry
Moisture % Density pet
17.5 100.0
Curve No.
In-Place Test Results
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf) (pef) Density
Lime Treated Paving Subgrade
273.1 Subgrade Retest of #273.0, Report #687-5192-135 2700 6" 20.9 119.8 99.1 99.1
274.0 Subgrade Eastbound Sandy Lake Intersection at 2700 6" 21.2 116.8 96.4 96.4
North Point Drive
275.0 Subgrade Eastbound Sandy Lake Intersection at 2700 6" 20.1 116.7 97.2 97.2
North Point Drive
Test results on this report meet project specification.
Test Method(s): ASTM 02922, ASTM 03017
Additional Remark(s):
** Retest of Report #687-5192-135; Date Tested: 8/29/06
Gauge: Humboldt
Gauge SN: 4953
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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