HomeMy WebLinkAboutA.M. ENGINEERING PAPERWORK� . M. ENGINEERING AND TESAA� G, I RECEIVED
590 N.W. MERCANTILE PLACE
PORT ST. LUCIE, FLORIDA 34986
LOCAL OFFICE: (772) 924-3575 FAX: (772) 924-3580 JUN 14 2007
Public Works
. L. Lucie County FL
REPORT OF FOUNDATION PAD COMPACTION
Client: Lorraine Lewis
315 Southwest Salerno Road SCANNED
Stuart, Florida 34997 BY
Site: 594 Hidden River Drive st.-LIJ A 0111911sv
Port St. Lucie, St. Lucie County, Florida
Foundation Pad
Report Date: June 13,.2007
Project No: 11742 �w
Lab No:
Permit No: 0611-0030
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
D Densi s
Percent
Compaction
In Place
Proctor
1
6/13/07
Northwest Comer
0-1
121.2
122.1
99.3
2
Center Area
0-1
120.2
122.1
98A
3
Southeast Comer
0-1
118.6
122.1
97.1
* All elevations are below bottom of slab.
The depth of the fill was approximately 4 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.
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 - 3
Bldg. Dept. - 1
PCM/ah
Submitted by:
A. M. ENGqINEERING AND TESTING, INC.
-De .1/13A 7
Paul C. Martin, P.F,.
Florida Registration No. 65051
S:IFort'Pierce OJfzceWeL4pps1L=E LOG BOOKICommercial JobALewis, Lorraine1594 Hidden River Drive, PSLI17742 - Pad W.
Fill.doc
A. M. ENGINEERING AND TESTING, INC.
3504INDUSTRIAL 33PD STREET
FT. PIERCE, FLORIDA 34946
LOCAL OFFICE: (772) 461-7508 FAx: (772J 461-8880
REPORT OF FOUNDATION PAD COMPACTION
Client: Lorraine Lewis SCANNED Report Date: 1/27/06
By Project No:
S� L OVAI,f inh, Report No: 8184
Site: 584 Hidden River Drive Permit No:
St. Lucie County, Florida
Foundation Pad
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 Place
Proctor
8184
1/24/06
SW Comer
0-1
118.8
122.1
97.3
Center
0-1
117.4
122.1
96.2
NE Comer
0-1
116.1
122.1
95.1
* All elevations are below slab grade.
The depth of the fill was approximately 5%a 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.
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). No soil borings were performed below the
recently placed fill.
Distribution:
Client — 2
Submitted by:
A. M. ENGINEERING AND TESTING, INC.
Rebecca Grant scoli, P.E� A.
Florida Registration No. 51863
S.lForr Pierce 0fficeWet,4ppsV7TLE LOG BOOKWouse JobslMisc. House JobASaint Lucie Coun04Lmis(8184)584 Hidden River Dr..doc