ST9902-LR060420
- 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:
City of Coppell
West Sandy Lake Road
Reconstruction
CMJ Report No.: 687-5192-027
Report Date: 04/20/2006
Specifications
Percent Compaction: +95% min +100% max
Moisture Content: opt +0% to +5%
Report Distribution: (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
Test Data
---
Date Tested: 04/17/2006
Technician: Jory Goldring
Material Description
In-Place Test Results
Probe
Depth
Percent
Moisture
Curve No.
Test Method
22.0 99.0
21.0 100.5
2207
2208
ASTM D-698
ASTM D-698
Dark Brown Clay
Tan and Dark Brown Silty Clay
Test
No
Ref.
Curve
Elevation
or Lift
Location
Trench Backfill - Box Culvert
111.0 -3.0' BFG Sta.8+45
112.0 -2.0' BFG Sta. 8+45
113.0 -1.0' BFG Sta.8+45
114.0 Final Sta. 8+45
115.0 Final Sta. 8+65
116.0 Final Sta. 10+60
2207
2207
2207
2207
2208
2208
Test results on this report meet project specification.
Test Method(s): ASTM D2922, ASTM D3017
{BFG} Below Final Grade
Gauge: CPN
Gauge SN: 6660
6"
6"
6"
6"
25.6
23.2
26.1
23.5
23.8
22.5
6"
6"
Optimum Maximum Dry
Moisture % Density pct
Wet Density Dry Density
(pet) (pet)
121.5
121.2
120.9
118.9
121.9
122.1
96.7
98.4
95.9
96.3
98.5
99.7
97.7
99.4
96.9
I' 97.3
!I 98.0
\992
Std. Density Count: 60019
CMJ Engineering, Inc I
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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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