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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
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I JUN 2 0 2007
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DATE OF TEST: 6/07/07
PROJECT: Kitterman Woods
FILE NO.: 06-5586
SUBMITTED TO: The Construction Team & Development Group
REPORT NO.: FD-~:-:'~:'~
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(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 Pool Subgrade SSP
North Side of Pool Bottom 13.0 110.0 12.3 1 06.5 97 95 o to -1 '
2 South Side of Pool Bottom 13.0 110.0 9.6 106.8 97 95 o to -1'
3 East Side of Pool Bottom 13.0 110.0 9.0 104.4 95 95 o to -1 '
4 West Side of Pool Bottom 13.0 110.0 11.3 1 06.2 97 95 o to -1 '
5 Center of Pool Bottom 13.0 110.0 11.2 106.0 96 95 o to -1'
Pool Deck Area Subgrade SSP
6 North Side of Pool Deck 13.0 110.0 11.3 106.3 97 95 o to -1'
7 North Side of Pool Deck 13.0 110.0 8.1 1 08.3 98 95 o to -1'
8 North Side of Pool Deck 13.0 110.0 8.2 105.2 96 95 o to -1'
9 North Side of Pool Deck 13.0 110.0 8.6 1 05.8 96 95 o to -1'
F-soil directly below subgrade; FS-soii 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
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.
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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
/I.Ã- J UN" Z (i
2001
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DATE OF TEST: 5/31/07
FILE NO.: 06-5586
PROJECT: Kitterman Woods
SUBMITTED TO: The Construction Team & Development Group
REPORT NO.: FD-241
(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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Pool Deck Area Subgrade SSP
1 North Side of Pool Deck 13.0 110.0 8.6 105.8 96 95 o to -1'
2 South Side of Pool Deck 13.0 110.0 8.9 106.1 96 95 o to -1'
3 East Side of Pool Deck 13.0 110.0 7.7 1 07.6 98 95 o to -1'
4 West Side of Pool Deck 13.0 110.0 7.8 105.8 96 95 o to -1'
Bottom of Pool Subgrade SBP
5 North Bottom of Pool 13.0 110.0 6.9 1 06.4 97 95 o to -1'
6 South Bottom of Pool 13.0 110.0 7.4 105.9 96 95 o to -1'
7 East Bottom of Pool 13.0 110.0 7.9 106.2 97 95 o to -1'
8 West Bottom of Pool 13.0 110.0 7.7 107.5 98 95 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 subgrade; PB-pavement base; NG-natural ground; TOP-top of pipe; BOP-bottom of pipe; TOS - top of structure; SBP-soil below pavement
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.