ST9902-LR060810 (2)
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: City of Coppell
Project: West Sandy Lake Road
Reconstruction
Report Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-107
Report Date: 08/10/2006
Specifications
Test Data
Percent Compaction: +95% min
Moisture Content: opt -2% to +4%
Date Tested: 08/04/2006
Technician: Jory Goldring
2682
ASTM 0-698
Material Description
Lime Treated Light Brown Sandy Clay
Optimum Maximum Dry
Moisture % Density pet
Curve No.
Test Method
16.0 99.5
In-Place Test Results
Test Elevation Ref. Probe
No or Lift Location Curve Depth
Lime Paving Subgrade
248.1 Final ROYAL LANE - SOUTHBOUND: 2682 6"
Retest of #248.0, Report #687-5192-096
Percent
Moisture
Wet Density Dry Density
(pef) (pet)
Percent
Density
19.4
113.2 94.8
95.3
Test results on this reporl meet project specification.
Test Method(s): ASTM D2922, ASTM D3017
Additional Remark(s):
Retest of Report #687-5192-096; Date Tested: 7/31/2006
Gauge: CPN
Gauge SN: 6660
CMJ Engineering, Inc
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LIMITATIONS: The test results presented in this report apply only to the specific samples, items, a 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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