ST9902-CS060421
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: City of Coppel!
Project: West Sandy Lake Road ~ ~
Reconstruction
CMJ Report No.
Report Date
687-5192-017
04/05/2006
Report Distribution (1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Company
(1) Teague Nail & Perkins
Specifications
Percent Compaction +95% min +100% max
Moisture Content: opt +0% to +5%
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) (pet) enslty
2207 6" 22.4 1207 986 99.6
2207 6" 22.2 120.9 98.9 99.9
2207 6" 239 119.8 967 977
2207 6" 23.3 120.1 974 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 97.5 985
2207 6" 22.1 119.8 98.1 991
2207 6" 22.5 118.1 96.4 974
2207 6" 237 118.6 95.9 96.9
2207 6" 223 118.8 971 98.1
Curve No.
Test Method
2207 ASTM D-698
Dark Brown Clay
Test Elevation
No or Lift
Location
Roadwa Embankment **
670 -2.0' BFG Ditch Repair (Verizon) Sta. 17+80
68.0 -1 0' BFG Ditch Repair (Verizon) Sta. 17+80
69.0 -2.0' BFG 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 -20' BFG Storm Drain, Sta. 1+18
73.0 -1 0' BFG Storm Drain, Sta. 1+18
740 Final Storm Drain, Sta. 1+18
750 -2.0' BFG Storm Drain, Sta. 1 +28
760 -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 A 1, A2. A3, STORM DRAIN & DITCH REPAIR
Gauge CPN
Gauge SN 6430
Std Density Count: 42948
CMJ Engineering, Inc 1 R. Carl Lee, E.T
CMT Manager
LIMITATIONS' The test results presented in this report apply only to the specific samples, items, and ar a 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.
Pal1e 1 of 1
Cancellation Report
eMJ 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 .
Date Tested.
Activity:
Technician
687-5192-025
April 13, 2006
In-Place Moisture/Density Tests
Jory Goldring
Report Distribution City of Coppell (2)
Tiseo Paving Company
Teague Nail & Perkins
On Thursday, April 13, 2006, the above technician, representing CMJ Engineering, Inc arrived on-
site at 1 15 P m as scheduled to perform in-place moisture/density tests Upon arrival the
technician was informed that the area to be tested was not ready
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CMJ Engineering, Inc.,
Carl Lee, SET
Matenals Testing Manager
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 CrJlJ Engineering, lnc