BEI Properties-LR060117In-Place Soil MoisturelDensity Tests by Nuclear Method
J~ P,NGINF..F..RiNG, INC
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client: Cooper General Contractors
Project: Bloom Retail Center
CMJ Report No. 502-5167-015
Report Date: 01 /17/2006
Report Distribution (1 }Cooper General Contractors
(1) Ray Mansoory
(1) City of Coppell
Specifications Test Data
Percent Compaction +95% min Date Tested 01/12/2006
Moisture Content: opt -2% to +4% Technician Phil Sommerville
N)aterial Reference Curve Data
Opkimum Maximum Dry
Curve No. Test Method Material Description Moisture % Density pcf
2015 ASTM D-698 Dark Brown Clay 24.0 95.5
In-Place Test Results
Test Elevation Ref Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf) (pcf) Density
Utility Trench Backfill **
17 1 2nd Lift Retest of #17 0 Report #502-5167-013
Test results on this report meet project specification.
Test Method(s): ASTM D2922, ASTM D3017
2015 6" 27.8 118.0 92.3 96.6
** Utility/Trench West of Denton (Tapp Road)
Retest of Report #502-5167-013, Date Tested 1/11/2006
Gauge. CPN Gauge SN 6430
Std Density Count: 4287
CMJ Engineering, Inc f R. Carl Lee, S E T
/ 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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