MA1009-LR130913
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
687-13149-006
CMJ Report No.:
09/13/2013
Report Date:
SpecificationsTest Data
Percent Compaction:+95% minDate Tested:09/05/2013
Moisture Content:opt +0% to +5%Technician:Randy Boots
Material Reference Curve Data
OptimumMaximum Dry
Curve No.Test MethodMaterial DescriptionMoisture %Density pcf
B045Brown & Tan Sandy Clay 19.5102.0ASTM D-698
B107Tan Brown Clayey Sand 11.0112.5ASTM D-698
In-Place Test Results
TestElevationRef.ProbePercentWet DensityDry DensityPercent
NoLocationor LiftCurveDepthMoisture(pcf)(pcf)Density
Wall Backfill **
98.0
4.0100' South of Bridge19.8100.02nd LiftB0456"119.8
96.8
5.0200' South of Bridge21.198.72nd LiftB0456"119.5
97.8
6.0300' South of Bridge11.0110.01st LiftB1076"122.1
98.9
7.0400' South of Bridge12.1111.31st LIftB1076"124.8
Test results on this report meet project specification.
Test Method(s): ASTM D6938
Comments:
** Wall Backfill, East Wall South of Parkway Blvd. Bridge
Humboldt46742898481
Gauge:Gauge SN:Std. Density Count:Std. Moisture Count:
Digitally signed by R. Carl Lee
R. Carl Lee
DN: cn=R. Carl Lee, o=CMJ Engineering,
Inc., ou=CMT Department,
email=clee@cmjengr.com, c=US
Date: 2013.09.13 09:43:18 -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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