HomeMy WebLinkAboutENGINEERING - REPORT OF FOUNDATION PAD COMPACTIONClient: Dickerson of
Site: Unit 121-126 Ca
Pod 20C, The R
Foundation Pad
A.M. ENGINEERING AN] -1-.STING,INC.
3504 INDUSTRIAL 33 RD STREET
FT. PIERCE, FLORIDA 34946
LocALOFFICE: (772)461-7508 FAX: (772)461-8880 6L;ANNED
BY
St. Lucie County
"APR 2 12094
Public
PAD COMPACTION
Report Date: 1/14/04
Project No:
Report No: 114
Permit No: �91
Density tests and Hand Cone Penetrometer (HCP) readings were made at a minimum of three locations in
the building pad. Density tests were performed in the upper one foot of fill. HCP readings were taken in
hand auger boreholes at one foot intervals from slab grade through the depth of fill. The density tests were
performed in general compliance with ASTM D 2922. The HCP test, in conjunction with information about
the soil type, is empirically correlated to the relative density of subsurface soils.
Density
Test No.
Date
Tested
Location
Elevation
(feet)
Dry Density (pcf)
Percent
Compaction
In Placel
Proctor
114
12/8/03
SE Comer
0-1
111.4
113.7
98.0
SW Comer
0-1
112.2
113.7
98.7
Center
0-1
113.0
113.7
99.4
NE Comer
0-1
112.6
113.7
99.0
NW Comer
0-1
11 t.9
113.7
98.4
* All elevations are below slab grade.
The depth of the fill was approximately two feet. The fill should extend at least five feet beyond the building
perimeter. At the time of our testing no information was available regarding the foundation pad setbacks.
0
In the locations and depths that were tested, the fill has been compacted to a minimum of 95 percent of the
modified Proctor maximum dry density (ASTM D 1557).
Distribution:
Client — 1
Koller Homes — 2
Attn: Shane, Signed & Sealed
FAAMDATAWickerson of Florida, Inc\Custle Pi,iesV14-UnirJ21-126.doc, SL