BEI Properties-LR060116In-Place Soil Moisture/Density Tests by Nuclear Method
J~. 1 }NGINF..F..RING, INC
7636 Pebble Drive Fort Worth, Texas 76118 Tel: (817) 284-9400 Fax: (817) 589-9993
Client: Cooper General Contractors
Project: Bloom Retail Center
CMJ Report No. 502-5167-013
Report Date• 01/16/2006
Report Distribution (1) Cooper General Contractors
(1) Ray Mansoory
(1) City of Coppell
Specifications Test Data
Percent Compaction +95% min Date Tested 01/11/2006
Moisture Content: opt -2% to +4% Technician Joshua Davis
Material Reference Curve Data
Optimum Maximum Dry
Curve No Test Method Material Description Moisture % Density pcf
2015 ASTM D-698 Dark Brown Clay 24.0 95.5
In-Place Test Results
Test Elevation
No or Lift Location
Utility/Trench Bacldell -SSL
16.0 1st Lift 40' West of Denton Tap
17 0 2nd Lift 40' West of Denton Tap
Ref. Probe
Curve Depth
2015 6"
2015 6"
Percent Wet Density Dry Density Percent
Moisture (pct) (pct) Density
24.9 107.5 86.1 90.2 *
23.7 107.0 86.5 90 6 *
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Test Method(s): ASTM D2922, ASTM D3017
SSL =Sanitary Sewer Line
* Non-Compliant: Contractor Notified
Gauge: Humboldt Gauge SN 5000
Std Density Count: 3824
CMJ Engineering, Inc / ~ R. Carl Lee, S E.T
J CMT Manager
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.
o~ Page 1 of 1
In-Place Soil Moisture/Density Tests by Nuclear Method
]~~ ENGIN.F.F..RING, INC
7636 Pebble Drive Fort Worth, Texas 76118 TeI: (817) 284-9400 Fax: (817) 589-9993
Client: Cooper General Contractors Report Distribution (1) Cooper General Contractors
Project: Bloom Retail Center (1) Ray Mansoory
(1) City of Coppell
CMJ Report No. 502-5167-014
Report Date: 01/16/2006
Specifications Test Data
Percent Compaction +95% min Date Tested 01/11/2006
Moisture Content: opt -2% to +5% Technician Joshua Davis
Material Reference Gurve Data
Optimum Maximum Dry
Curve No. Test Method Material Description Moisture % Density pcf
2015 ASTM D-698 Dark Brown Clay 24.0 95.5
In-Place Test Results
Test Elevation Ref. Probe
No or Lift Location Curve Depth
Paving Subgrade -Parking Area
18.0 Final 10' North, 30' East from SE Corner of 2015 6"
Building
19.0 Final 5' North, 25' East from NE Corner of 2015 6"
Building
Test results on this report meet project specification.
Test Method(s): ASTM D2922, ASTM D3017
Percent Wet Density Dry Density Percent
Moisture (pcf) (pcf) Density
26.8 118.7 93.6 98.0
25.7 119 4 95.0 99.5
Gauge Humboldt Gauge SN 5000
Std. Density Count: 3824
CMJ Engineering, Inc ` / R. Carl Lee, S E T
v CMT Manager
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.
o~ Page 1 of 1