HomeMy WebLinkAbout06090020
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A. M. ENGINEERING AND TESTING, INC.
590 NORTHWEST MERCANTILE PLACE
PORT ST. LUCIE, FLORIDA 34986
LOCAL OFFICE: (772) 924-3575 FAX: (772) 924-3580
DENSITY OF SOIL IN PLACE
Contractor:
Site:
A WM Construction, Inc
2296 North U.S. Highway One
Fort Pierce, Florida 34946
Client
AI's Motor Homes, 120 Del Monte Street
Fort Pierce, St. Lucie County, Florida
Foundation Pad
Report Date: January 15, 2007
Project No.: 1119
Lab No.: 11
Technician: P. Koch
Page No.: 1 of 1
Permit No. 06090020
Client:
Field Test Results Proctor Compaction
Eleva- Max
Test Date tion Dry Probe Dry In Min Pass/
No. Tested Location (ft) HCP H2O Density Depth Density Place Req'd Fail
% (pet) (in) (pet) (%) (% )
1 1/12/07 Southwest Corner 0-1 40 8.3 98.7 12 102.0 96.8 95 P
2 "" 1-2 50 95+ 95 P
3 Center Area 0-1 45 9.1 100.4 12 102.0 98.4 95 P
4 "" 1-2 60 95+ 95 P
5 Northeast Corner o - 1 40 6.4 99.1 12 102.0 97.2 95 P
6 "" 1 - 2 45 95+ 95 P
RECEIVED
MAR 2 6 2007
Public Works
St. Lucie County, FL
Remarks:
All elevations are below bottom of slab.
The field density tests were perfonned in general compliance with ASTM D 2922, Density of Soil in Place by Nuclear Methods.
The Hand Cone Penetrometer (HCP) test, in conjunction with infonnation about the soil type, is empirically correlated to the
relative density of the subsurface soils.
The laboratory Proctor maximum dry density was determined in accordance with ASTM D 1557.
PCM/sc
Reviewed by:
A. M. ENGINEERING ,AND TESTING, INC.
f5b//1-C- i Ii £ (t; 7
Paul C. Martin, P.E.
Florida Registration No. 65051
Distri bution:
Client (3)
F: \AM Data \A WM Construction, Inc. - Various - 1119\AI's Motor Homes, 120 Del Monte Street, Ft Pierce\]1 - AI's Motor Home - Dens Rpt