BEI Properties-LR051212In-Place Soil Moisture/Density Tests by Nuclear Method
J~ FNGiNEEsRLNG, 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. 502-5167-003
Report Date. 12/12/2005
Report Distribution (1) Cooper General Contractors
(1) Ray Mansoory
(1) City of Coppell
v~+ca.~n~.au~u~ Test Data
Percent Compaction +92% min +96% max Date Tested 12/07/2005
Moisture Content: opt +3% or above Technician Phil Sommerville
~! Material Reference Curve Data
Optimum Maximum Dry
Curve No. Test Method Material Description Moisture % Density pcf
2015 ASTM D-698 Black Shaley Clay 24.0 95.5
In-Place Test Results
Test
N Elevation Ref. Probe Percent Wet Density Dry Density Percent
o or Lift Location Curve Depth Moisture {pcf) {pcf) Density
M/C Subgrade for Bldg. Pad ~*
1.0 Subgrade 10' North, 15' West of SE Building Corner 2015 6" 17.5' 104 1 88.6 92.8
2.0 Subgrade Centerline of Building Pad 2015 6" 15.9* 103.7 89.5 93.7
3 0 Subgrade 10' South, 10' East of NW Building Corner 2015 6" 17 1 * 107 7 92.0 96.3
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Test Method(s): ASTM D2922, ASTM D3017
'` Non-Compliant: Contractor Notified -Field tests performed with Proctor result pending; therefore, final result not available
at time of tests. However, based on dry density and moisture values, the contractor was advised that failure was likely
When Proctor results were available, contractor was informed of confirmed failure
"`* Moisture/Conditioned Subgrade and Fill for Building Pad
Gauge CPN Gauge SN 6430
Std. Density Count: 43519
CMJ Engineering, Inc / Steven S Johnston
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~
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Test Report
;~ ~~~~ ENGINEERING, 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.•
Date Tested:
Test:
Test Method:
Technician:
502-5167-007
December 12, 2005
Liquid & Plastic Limits
ASTM D4318
John Reid
MATERIAL ORIGIN: Haul-In
SAMPLE LOCATION: Stockpile
MATERIAL DESCRIPTION: Tan Clayey Sand
MATERIAL USE: Select Fill
LIQUID LIMIT:
PLASTIC LIMIT:
PLASTICITY INDEX: Non-Plastic ~
Report Distribution. Cooper General Contractors
Ray Mansoory
City of Coppell
CMJ Sample #• 2031
Project Requirements:
< 35
n/a
5-16
~ Non-Compliant: Contractor Notified (Gus San Roman) 1 211 512 0 0 5 a.m.
CMJ Engineering, Inc.
Materials 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 CMJ Engineering, Inc