CF-Justice Center-LR060913
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:
Project:
Harrison, Walker, & Harper
Police and Fire Renovation
City of Coppell
Report Distribution: (1) Harrison, Walker, & Harper
(1) City of Coppell
(1) Brinkley Sargent Architects
(1) Structural Engenuity
(1) Teague, Nail, & Perkins
CMJ Report No.: 875-6111-010
Report Date: 09/13/2006
Specifications
Percent Compaction: +95% min
Moisture Content: opt +0% to +4%
Test Data
Date Tested: 09/08/2006
Technician: Joshua Davis
Curve No.
Test Method
Material Description
Optimum Maximum Dry
Moisture % Density pet
2777
ASTM 0-698
Dark Brown and Gray Clay
20.5
99.0
In-Place Test Results
Ref. Probe Percent Wet Density Dry Density Percent
CUlve Depth Moisture (pet) (pct) Density
2777 6" 23.9 122.4 98.8 99.8
2777 6" 24.2 118.1 95.1 96.1
2777 6" 23.9 122.0 98.5 99.5
2777 6" 22.9 117.1 95.3 96.3
Test Elevation
No or Lift Location
Trench Backfill**
15.0 -6.0" 6" Fire, Water line B, Sta. 0+75
16.0 -1.5' 6" Fire, Water line B, Sta. 0+75
17.0 -6.0" 4" Dom, Water line A, Sta. 0+75
18.0 -1.5' 4" Dom, Water line A. Sta. 0+75
Test results on this report meet project specification.
Test Method(s): ASTM D2922, ASTM D3017
Additional Remark(s):
**NEW WATER LINES ON SOUTH END OF POLICE ADDITION
CMJ Engineering, Inc
Gauge: Humboldt
Gauge SN: 5368
LIMITATIONS: The test results presented in this report apply only to the specific samples, ite s, nd areas described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are pr ced solely for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the written conse t of our client and CMJ Engineering, Inc.
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