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Ardaman & Associates, Inc.
460 NW Concourse Place, Unit #1
Port St. Lucie, Florida 34986
(772) 878-0072
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FIELD DENSITY REPORT t;;/
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DATE OF TEST: 6/14/07
FILE NO.: 06-5586
PROJECT: Kitterman Woods
SUBMITTED TO: The Construction Team & Development Group
REPORT NO.: FD-243
(MAXIMUM DENSITY DETERMINED IN ACCORDANCE WITH ASTM D-1557/AASHTO T-180)
(FIELD DENSITY DETERMINED IN ACCORDANCE WITH ASTM D-2922/AASHTO T-238)
Northwest Cabana and Maintenance Buildings Subgrade FS
4' Northwest Corner 13.0 110.0 10.8 1 08.6 99 95 o to -12"
2 4' Southwest Corner 13.0 110.0 8.8 107.5 98 95 o to -12"
3 4' Southeast Corner 13.0 110.0 9.3 109.8 100 95 o to -12"
4 4' Northeast Corner 13.0 110.0 8.3 108.0 98 95 o to -12"
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 subgrade; PB-pavement base; NG-natural ground; TOP-top of pipe; BOP-bottom of pipe; TOS - top of structure; SBP-soil below pavement
Dan Jl.' -fal c;k, P .E.
Brai1~h Man ger
FL Reg. No 63911
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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.