ST9902-LR060405 (2)
- In-Place Soil Moisture/Den! -, 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 'll::.
Reconstruction
CMJ Report No.: 687-5192-017
Report Date: 04/05/2006
Specifications
Percent Compaction: +95% min +100% max
Moisture Content: opt +0% to +5%
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Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
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Test Data
Date Tested: 03/31/2006
Technician: Phil Sommerville
Optimum Maximum Dry
Material Description Moisture % Density pcf
22.0 99.0
In-Place Test Results
Ref. Probe Percent Wet Density Dry Density Percent
Curve Depth Moisture (pet) (pcf) enslty
2207 6" 22.4 120.7 98.6 99.6
2207 6" 22.2 120.9 98.9 99.9
2207 6" 23.9 119.8 96.7 97.7
2207 6" 23.3 120.1 97.4 98.4
2207 6" 22.5 120.8 98.6 99.6
2207 6" 25.1 119.5 95.5 96.5
2207 6" 22.8 119.7 97.5 98.5
2207 6" 22.1 119.8 98.1 99.1
2207 6" 22.5 118.1 96.4 97.4
2207 6" 23.7 118.6 95.9 96.9
2207 6" 22.3 118.8 97.1 98.1
Curve No.
Test Method
2207 ASTM D-698
Dark Brown Clay
Test Elevation
No or LIft
Location
Roadwa Embankment **
67.0 -2.0' BFG Ditch Repair (Verizon) Sta. 17+80
68.0 -1.0' BFG Ditch Repair (Verizon) Sta. 17+80
69.0 -2.0' B G Storm Drain, Sta. 1+08
70.0 -1.0' BFG Storm Drain, Sta. 1+08
71.0 Final Storm Drain, Sta. 1+08
72.0 -2.0' BFG Storm Drain, Sta. 1+18
73.0 -1.0' BFG Storm Drain, Sta. 1+18
74.0 Final Storm Drain. Sta. 1+18
75.0 -2.0' BFG Storm Drain. Sta. 1+28
76.0 -1.0' BFG Storm Drain, Sta. 1+28
77.0 Final Storm Drain, Sta. 1+28
Test results on this report meet project specification.
Test Method(s): ASTM 02922. ASTM 03017
{BFG} Below Final Grade
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** Roadway Embankment
LINE A1, A2, A3; STORM DRAIN & DITCH REPAIR
Gauge: CPN
Gauge SN: 6430
Std. Density Count: 42948
CMJ Engineering, Inc
LIMITATIONS: The test results presented in this report apply only to the specific samples, items, and ar described within this report. The test results
do not pertain to any other samples, items or areas regardless of similarity. Our reports are produced so y 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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