ST9902-LR060905 (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: 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.: 687-5192-135
Report Date: 09/05/2006
5 pecifications
Percent Compaction: +95% min
Moisture Content: opt -2% to +4%
Test Data
Date Tested: 08/29/2006
Technician: Jory Goldring
2675
2707
ASTM 0-698
ASTM 0-698
Material Description
Light Brown Sandy Clay (Lime Treated)
Light Gray Sandy Clay Lime Treated
Optimum Maximum Dry
Moisture % Density pcf
Curve No.
Test Method
17.0 105.5
22.5 94.0
In-Place Test Results
Test Elevation Ref. Probe
No or Lift Location Curve Depth
Lime Stabilized Paving S/G **
268.1 Final Retest of #268.0, Report #687-5192-134 2707 6"
270.1 Final Retest of #270.0, Report #687-5192-134 2707 6"
272.1 Final Retest of #272.0, Report #687-5192-134 2675 6"
273.0 Final Eastbound Sandy Lake Road, Intersection 2675 6"
of North Point Drive
Percent Wet Density Dry Density Percent
Moisture (pef) (pcf) Density
23.3 111.3 90.3 96.1
25.6 112.5 89.6 95.3
18.3 118.7 100.3 95.1
24.1* 115.0 92.7 87.9*
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Test Method(s): ASTM 02922, ASTM 03017
Additional Remark(s): {S/G} Subgrade
Retest of Report #687-5192-134 Tested Earlier this Date
* Non-Compliant: Contractor Notified {John}
Gauge: CPN
Gauge SN: 6660
Std. Density Count: 59765
R. Carl Lee, S.E.T.
Vice PresidentlCMT 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.
~ ~~lcll