ST9902-LR060320 (2)
- In-Place Soil Moisture/Den~J.ty 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.: 687-5192-014
Report Date: 03/20/2006
Specifications
Percent Compaction: +95% min
Moisture Content: opt -2% to +4%
Test Data
Date Tested: 03/15/2006
Technician: Phil Sommerville
Curve No.
Test Method
Material Description
Gray Brown Silty Sand w/Rock and Gravel & Trace of Lime
Optimum Maximum Dry
Moisture % Density pet
13.5 117.0
2308
ASTM D-698
In-Place Test Results
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pet) (pet) Density
Flex Base **
59.0 Final Sta. 51+00 on Centerline 2308 6" 132.0 118.9
60.0 Final Sta. 49+50 on Centerline 2308 6" 132.1 123.1
61.0 Final Sta. 55+50 on Centerline 2308 6" 137.5 126.8
Test Method(s): ASTM D2922, ASTM D3017
An asterisk (*) appears next to test results which do NOT meet the project specifications.
* Non-Compliant: Contractor Notified
** Flax-Base - TEMPORARY ROADWAY AT SANDY LAKE
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Gauge: CPN
Gauge SN: 6430
Std. Density Count: 4298
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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