ST9902-LR060303 (3)
- In-Place Soil Moisture/Den~y 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:
Report Distribution: (1) City of Coppel!
(1) City of CoppeU
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-004
Report Date: 03/03/2006
Specifications
Test Data
Percent Compaction: +95% min +100% max
Moisture Content: opt +0% to +5%
Date Tested: 02/28/2006
Technician: Randy Boots
2207
2208
Test Method
ASTM 0-698
ASTM D-698
Material Description
Optimum Maximum Dry
Moisture % Density pct
Curve No.
Dark Brown Clay
Tan and Dark Brown Silty Clay
~
22.0 99.0
21.0 100.5
In-Place Test Results
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pct) (pct) Density
Trench BtF - Storm Drain "C-l"
8.0 1 st Lift Sta. 11 +00 2208 6" 21.6 121.4 99.8 99.3
9.0 2nd Lift Sta. 11 +00 2208 6" 23.1 119.4 97.0 96.5
10.0 3rd Lift Sta. 11 +00 2208 6" 21.3 121.5 100.2 99.7
11.0 Final Sta. 11 +00 2208 6" 22.7 118.7 96.7 96.2
12.0 1 st Lift Sta.14+00 2208 6" 21.8 116.9 96.0 95.5
13.0 2nd Lift Sta. 14+00 2208 6" 23.0 122.3 99.4 98.9
14.0 3rd Lift Sta.14+00 2208 6" 22.4 117.1 95.7 95.2
15.0 Final Sta. 14+00 2208 6" 22.0 119.0 97.5 97.0
16.0 1 st Lift Sta. 16+00 2208 6" 24.3 119.1 95.8 95.3
17.0 2nd Lift Sta. 16+00 2208 6" 24.0 119.5 96.4 95.9
18.0 3rd Lift Sta. 16+00 2208 6" 21.9 119.6 98.1 97.6
19.0 Final Sta. 16+00 2208 6" 23.7 119.7 96.8 96.3
20.0 1 st Lift Sta. 17+45 2207 6" 25.6 119.2 94.9 95.9
21.0 2nd Lift Sta.17+45 2208 6" 23.6 121.5 98.3
22.0 3rd Lift Sta. 17+45 2208 6" 22.8 118.4 96.4
23.0 Final Sta. 17+45 2208 6" 23.4 121. 98.3
Test results on this report meet project specification.
Test Method(s): ASTM D2922, ASTM D3017
Gauge: Humboldt
Gauge SN:~4. ~ . ~J (( Std. Density Count: 3352
CMJ Engineering, Inc (
B/F = BACKFILL
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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