ST9902-LR061017 (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:
Project:
City of Coppell
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.: 687-5192-154
Report Date: 10/17/2006
Specifications
Percent Compaction: +95% min
Moisture Content: opt -2% to +4%
Test Data
Date Tested: 10/12/2006
Technician: Jory Goldring
Material Description
Light Brown Sandy Clay (Lime Treated)
Light Gray Sandy Clay Lime Treated
Lime Treated Light Brown Sandy Clay
Brown and Reddish Brown Silty Clay wIG ravel
Optimum Maximum Dry
Moisture % Density pcf
Curve No. Test Method
2675 ASTM D-698
2707 ASTM D-698
2682 ASTM D-698
2909 ASTM D-698
17.0 105.5
22.5 94.0
16.0 99.5
17.5 107.5
In-Place Test Results
Test Elevation Ref. Probe
No or Lift Location Curve Depth
Stabilized Paving Subgrade**
287.0 Final Sta. 26+00, Centerline 2675 6"
288.0 Final Sta. 23+50, North Half 2707 6"
289.0 Final Sta. 21+00, South Half 2675 6"
290.0 Final Sta. 18+50, Centerline 2682 6"
291.0 Final Sta. 16+00, North Half 2707 6"
292.0 Final Sta. 13+50, South Half 2707 6"
293.0 Final Sta. 11 +00, Centerline 2707 6"
294.0 Final Sta. 8+50, North Half 2707 6"
295.0 Final Sta. 6+00, South Half 2707 6"
296.0 Final Sta. 4+50, Centerline 2707 6"
297.0 Final Sta. 50+00, North Half 2909 6"
298.0 Final Sta. 52+00, South Half 2909 6"
Percent Wet Density Dry Density Percent
Moisture (pcf) (pcf) Density
21.0 121.8 100.7 95.5
25.3 115.5 92.2 98.1
18.7 123.3 103.9 98.5
16.8 115.6 99.0 99.5
24.3 115.1 92.6 98.5
25.1 115.0 91.9 97.8
22.8 115.3 93.9 99.9
23.9 115.8 93.5 99.5
25.2 113.4 90.6 96.4
22.8 116.0 94.5 100.5
16.1 125.6 108.2 100.7
16.3 119.9 103.1 95.9
Test results on this report meet project specification.
Test Method(s): ASTM D2922, ASTM D3017
Gauge: Humboldt
Gauge SN: 4953
Std. Density Count: 3781
Additional Remark(s):
** Stabilized Paving Subgrade - Westbound Lane
CMJ Engineering, Inc R. Carl Lee, SET.
- ~ Vice President/CMT Manager
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and ar as described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced s lely for the exclusive use of our
client. This report or any portion of this report may not be reproduced without the written consent of ou client and CMJ Engineering, Inc.
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