MA1009-LR130827
In-Place Soil Moisture/Density Tests by Nuclear Method
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client:Report Distribution:(90) kmarvin@coppelltx.gov
City of Coppell
(90) steve@jdkassoc.com
Project:
Erosion Control for Andy Brown
(90) kdykes@tnpinc.com
Park and Alex Drive Canal
(90) asamaniego@coppelltx.gov
Project No. MA10-09
(90) radloo@coppelltx.gov
(90) jelias@coppelltx.gov
687-13149-004
CMJ Report No.:
08/27/2013
Report Date:
SpecificationsTest Data
Percent Compaction:+95% minDate Tested:08/21/2013
Moisture Content:opt +0% to +5%Technician:Jon Lewis
Material Reference Curve Data
OptimumMaximum Dry
Curve No.Test MethodMaterial DescriptionMoisture %Density pcf
B079Dark Brown Clay 17.5 93.0ASTM D-698
B045Brown & Tan Sandy Clay 19.5102.0ASTM D-698
In-Place Test Results
TestElevationRef.ProbePercentWet DensityDry DensityPercent
NoLocationor LiftCurveDepthMoisture(pcf)(pcf)Density
Fill & Backfill for Wall **
*103.4
1.0Sta. 6+5015.0105.51st LiftB0456"121.3
*103.8
2.0Sta. 5+7519.0105.91st LiftB0456"126.0
*105.2
3.0Sta. 5+0018.0107.31st LiftB0456"126.6
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Test Method(s): ASTM D6938
Comments:
* Non-Compliant: City Inspector Alberto Samaneigo Notified
** Fill and Backfill for Wall, Area B
Troxler137231750540
Gauge:Gauge SN:Std. Density Count:Std. Moisture Count:
Digitally signed by R. Carl Lee
DN: cn=R. Carl Lee, o=CMJ
R. Carl Lee
Engineering, Inc., ou=CMT
Department,
email=clee@cmjengr.com, c=US
Date: 2013.08.27 15:47:21 -05'00'
CMJ Engineering, Inc
R. Carl Lee, S.E.T.
Vice President/CMT Manager
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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