ST9902-LR060807
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.: 687-5192-100
Report Date: 08/07/2006
Specifications
Percent Compaction: +95% min
Moisture Content: opt -2% to +4%
Test Data
Date Tested: 08/01/2006
Technician: Richard Jones
Curve No. Test Method Material Description
2682 ASTM D-698 Lime Treated Light Brown Sandy Clay
In-Place Test Results
Test Elevation Ref. Probe
No or Lift Location Curve Depth
8" Lime Stabilized Paving S/G
238.1 Final Retest of #238.0, Report #687-5192-096 2682 6"
242.1 Final Retest of #242.0, Report #687-5192-096 2682 6"
249.0 Final EASTBOUND SANDY LAKE RD. 2682 6"
Sta. 19+00 on Centerline
250.0 Final Sta. 21+00 on Centerline 2682 6"
251.0 Final Sta. 23+00 on Centerline 2682 6"
252.0 Final Sta. 25+00 on Centerline 2682 6"
253.0 Final Sta. 26+75 on Centerline 2682 6"
254.0 Final Sta. 29+00 on Centerline 2682 6"
255.0 Final Sta. 31+00 on Centerline 2682 6"
256.0 Final Sta. 33+00 on Centerline 2682 6"
257.0 Final Sta. 35+00 on Centerline 2682 6"
258.0 Final Sta. 37+00 on Centerline 2682 6"
259.0 Final Sta. 39+00 on Centerline 2682 6"
260.0 Final Sta. 41 +00 on Centerline 2682 6"
Optimum Maximum Dry
Moisture % Density pcf
16.0 99.5
Percent Wet Density Dry Density Percent
Moisture (pcf) (pef) Density
25.2* 106.3 84.9 85.3'
19.7 116.1 97.0 97.5
19.7 115.5 96.5 97.0
17.8 114.1 96.9 97.4
19.8 115.5 96.4 96.9
18.5 114.6 96.7 97.2
17.6 115.0 97.8 98.3
17.5 114.6 97.5 98.0
17.4 116.5 99.2 99.7
17.8 114.6 97.3 97.8
19.9 115.8 96.6 97.1
19.8 115.0 96.0 96.5
19.5 116.5 97.5 98.0
16.3 110.1 94.7 95.2
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Test Method(s): ASTM 02922, ASTM 03017
Additional Remark(s):
{S/G} Subgrade
* Non-Compliant: Contractor Notified {John Gay}
Retest of Report #687-5192-096; Date Tested: 7/31/2006
Gauge: Humboldt
Gauge SN: 5000
Std. Density Count:
R. Car Lee, S.E.T.
Vice PresidentlCMT Manager
CMJ Engineering, I
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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