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Client:
A. M. ENGINEERING AND TESTING, INC.
3504 INDUSTRIAL 33RD STREET
FORT PIERCE, FLORIDA 34946
LOCALOmm: (772) 461-7508 FAX: (772) 461-8880
REPORT OF'FOUNDAT-ION PAD COMPACTION
B & D Grading
L
Site: Lot34-35, Clubside, 9509-9507 Crooked Stick La.
(Four Plex) The Reserve.
St. Lucie County, Florida
Stripped Surface
Report Date: 7/15/03
Project No:
Report No:. 544
Permit No: 23060436
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 natural ground. HCP readings were taken
in hand auger- boreholes at one foot intervals to a depth of two feet. The density tests were performed in
geneal 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 DenA
Percent
Compaction
In Place
Proctor
544
7/15/03
S.E. Comer
0-1
101.9
106.1
96.0
Center
0-1
102.3
106.1
96.4
N.W. Comer
0-1
102.8
106.1
96.9
Ali elevations are below stripped surface.
At the time of our testing no information was available regarding the foundation pad setbacks.
In the locations that were tested, the upper two feet of natural ground have been compacted to a minimum of
95 percent of the modified Proctor maximum dry density (ASTM D 1557).
Distribution: Submitted by: a
Client — 1 A. M. ENGINEERING AND TESTING, INC.
SLC Bldg. Dept. -1
Kolter (Fax) —1
Rebecca Grant Ascoli, P.E.
Florida Registration No. 51863
&V,IYTLELOGBOOKWouseJobsIB &D Grading, 1nc1544-Lot 34-35, Clubside(SS).doc
A. M. ENGINEERING AND TESTING, INC.
3504INDUSTRIAL 33RD STREET r�
- FoRT PIERCE, FLORiDA 34946 d7(,'q/1/
LOCALOFFicE: (772)461-7508 FAx: (772)461-8880 at ��NIIVED
REPORT OF FOUNDATION PAD COMPACTION
Client: B & D Grading Report Date: 7/15103
Project No:
Report No: 545
Site: Lot 36-37, Clubside, 9505-9503 Crooked Stick La. Permit No: 23060436
(Four Plex) The Reserve.
St. Lucie County, Florida
Stripped Surface
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 natural ground. HCP readings were taken
in handauger boreholes at one foot intervals to a depth of two feet. 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 Densitysf)
Percent
I Compaction
In Placel
Proctor
545
7/15/03
S.E.- Comer
0-1 _
102.5
1 106.1
1 96.6
Center
0-1
103.0
106.1
97.1
N.W. Comer
0-1
103.6
106.1
97.6
* All elevations are below stripped surface.
At the time of our testing no information was available regarding the foundation pad setbacks.
In ihe.locations that were tested, the upper two feet of natural ground have been compacted to a minimum of
95 percent of the modified Proctor maximum dry density (ASTM D 1557).
Distribution:
Client —1
SLC Bldg. Dept. - 1
Kolter (Fax) —1
1 . \ ,
Submitted by:
A.'A ENGINEERING AND TESTING, INC.
Rebecca Grant.Ascoli, P.E.
Florida Registration No: 51863
F.'VJ=L0GB00KVIouseJobsD &D Grading, Inc1545-Lo13637, Clubslde(SS).doc