ST9902-LR060303 (2)
_ In-Place Soil Moisture/Densikty 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 Coppel!
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
CMJ Report No.: 687-5192-005
Report Date: 03/03/2006
Specifications
Test Data
Date Tested: 02/28/2006
Technician: Randy Boots
Percent Compaction: +95% min +100% max
Moisture Content: opt +0% to +5%
Curve No.
Test
No
24.0
25.0
26.0
27.0
28.0
29.0
30.0
31.0
32.0
33.0
34.0
35.0
36.0
37.0
38.0
39.0
40.0
41.0
42.0
43.0
44.0
2208
2207
Elevation
or Lift
1 st Lift
2nd Lift
3rd Lift
4 th Lift
Final
1 st Lift
2nd Lift
3rd Lift
Final
1 st Lift
2nd Lift
3rd Lift
Final
1 st Lift
2nd Lift
3rd Lift
Final
1 st Lift
2nd Lift
3rd Lift
Final
Test Method
Material Description
Tan and Dark Brown Silty Clay
Dark Brown Clay
Optimum Maximum Dry
Moisture % Density pet
21.0 100.5
22.0 99.0
ASTM D-698
ASTM D-698
In-Place Test Results
Location
Ref. Probe Percent Wet Density Dry Density Percent
Curve Depth Moisture (pct) (pct) Density
2207 6" 26.8 120.2 94.8 95.8
2207 6" 26.0 120.0 95.2 96.2
2208 6" 25.9 123.0 97.7 97.2
2208 6" 24.5 120.8 97.0 96.5
2208 6" 22.4 117.4 95.9 95.4
2208 6" 23.8 120.6 97.4 96.9
2208 6" 25.3 120.0 95.8 95.3
2208 6" 23.0 118.9 96.7 96.2
2208 6" 21.9 119.5 98.0 97.5
2208 6" 21.4 121.0 99.7 99.2
2208 6" 25.0 120.4 96.3 95.8
2208 6" 23.8 118.8 96.0 95.5
2208 6" 24.2 118.6 95.5 95.0
2208 6" 25.6 122.2 97.3 96.8
2208 6" 23.7 122.0 98.6 98.1
2208 6" 25.3 121.2 96.7 96.2
2208 6" 24.2 123.6 99.5 99.0
2207 6" 26.2 119.0 94.3 95.3
2207 6" 23.9 119.7 96.6 97.6
2207 6" 25.3 121.0 96.6 97.6
2207 6" 24.7 118.5 95.0 96.0
Trench Backfill- Waterline
Sta. 10+44
Sta. 10+44
Sta. 10+44
Sta. 10+44
Sta. 10+44
Sta. 19+00
Sta. 19+00
Sta. 19+00
Sta. 19+00
Sta. 22+00
Sta. 22+00
Sta. 22+00
Sta. 22+00
Sta. 24+39
Sta. 24+39
Sta. 24+39
Sta. 24+39
Sta.41+50
Sta. 41 +50
Sta. 41 +50
Sta. 41 +50
Test results on this report meet project specification.
Gauge SN: 4674
Std. Density Count: 3352
Gauge: Humboldt
CMJ Engineering, Inc
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LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and a s 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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