ST9902-LR060519
-~n-Place Soil Moisture/Dens"" 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 ~ Report Distribution:
Project: West Sandy Lake RO~
Reconstruction
(1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-036
Report Date: 05/19/2006
Specifications
Test Data
Percent Compaction: +95% min +100% max
Moisture Content: opt +0% to +5%
Date Tested: 05/16/2006
Technician: Joshua Davis
2276
2351
2208
Test Method
ASTM D-698
ASTM D-698
ASTM D-698
Material Description
Reddish Brown, Tan and Gray mottled Sandy Clay
Orange Brown Clayey Sand w/Cement
Tan and Dark Brown Silty Clay
Optimum Maximum Dry
Moisture % Density pet
14.0 115.0
11.5 108.0
21.0 100.5
Curve No.
In-Place Test Results
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pet) (pet) Density
Trench Backfill
118.1 Final Retest of #118.0, Report #687-5192-030 2208 6" 24.3 121.3 97.6
139.0 -4.0' BFG Sta. 10.68, SD 'C-1' 2276 6" 16.7 127.2 109.0
140.0 -3.0' BFG Sta. 10.68, SD 'C-1' 2276 6" 17.2 121.2 103.4
141.0 -2.0' BFG Sta. 10.68, SD 'C-1' 2276 6" 18.2 120.4 101.9
142.0 -1.0'BFG Sta. 10.68, SD 'C-1' 2276 6" 16.7 122.5 105.0
ADDITIONAL REMARK(s):
* Non-Compliant: Contractor Notified
Retest of Report #687-5192-030; Date Tested: 4/19/2006
{BFG} Below Final Grade
{SD} Storm Drain
An asterisk (') appears next to test results which do NOT meet the project specifications.
Test Method(s): ASTM D2922, ASTM D3017
Gauge: Humboldt
Gauge SN: 5000
Std.
'i,ti;~~
CMJ Engineering,
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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