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Ardaman & Associates, Inc.
460 NW Concourse Place, Unit #1
Port St. Lucie, Florida 34986
(772) 878-0072
RECEIVED
JUN 0 1 2007
FIELD DENSITY REPORT
Public Work~;
St. Lucie COUf1t}/, FL
..
DATE OF TEST: 5/21/07
PROJECT: Kitterman Woods
FILE NO.: 06-5586
SUBMITTED TO: The Construction Team & Development Group
REPORT NO.: FD-240
(MAXIMUM DENSITY DETERMINED IN ACCORDANCE WITH ASTM D-1557/AASHTO T-180)
(FIELD DENSITY DETERMINED IN ACCORDANCE WITH ASTM D-2922/AASHTO T-238)
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FS
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Test
No.
Bus Shelter Subgrade
1
2
5' West of East Wall
13.0 110.0 8.3 107.4 98 98
13.0 110.0 9.1 108.9 99 98
13.0 110.0 7.2 108.5 99 98
13.0 110.0 7.8 109.4 99 98
o to -1'
2' North of South Wall
o to ., 1 '
3
5' East of West Wall
o to -1 '
4
2' South of North Wall
o to -1 '
Bus Shelter Footings
FS
5
6
North Footing
East Footing
South Footing
West Footing
13.0 110.0 8.0 108.5 99 98
13.0 110.0 7.9 109.7 100 98
13.0 110.0 8.6 109.2 99 98
13.0 110.0 6.3 107.8 98 98
o to -1 '
o to -1'
7
o to -1 '
8
o to -1 '
F-soil directly below subgrade; FS-soil under floor slab; GA-soil in general compacted area; PAV-soil below stabilized section; PSSG-stabilized subgrade;
NSSG-non stabilized subg.-ade; PB-pavement base; NG-natural ground; TOP-top of pipe; BOP-bottom of pipe; TOS - top of structure
AS MUTUAL PROTECTION TO OUR CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION FOR
PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.