HomeMy WebLinkAboutDensity of Soil in PlaceA. M. ENGINEERING ,ND TESTING, INC.
3504 INDUSTRIAL 33R11 STREET
FT. PIERCE, FLORIDA 34946
LOCALOFFICE: (772) 461-7508 FAX: (772) 461-8880
DENSITY OF SOIL_IN PL ,E,
Client: Ditch Diggers "`"-�-p. �/� ����eport Date: 7/21/2004
Contractor: Client , fUL27T'chntcian: BLSite: Tradition South Tower2Qo/iPage1 of2
Footings 1u�re I rmit No: 23090598
/I/,
��'° .� PUblin Ins
Test
No.
Date
Tested
Location
Eleva-
tion
(ft)
Field
Test Results-�>;'
'Proctor
Max
Dry
Density
(c
Com action
Pass/
Fail
HCP
HZO
%)
Dry
Density
c
Probe
Depth
(in)
In
Place
%
Min
Req'd
%)
2935
7/16/04
32 x 32 Footing, North Side
0 - 1
70
1 6.6
110.9
1 12
112.1
98.9
95
P
2936
1 - 2
85
112.1
95+
95
P
2937
2-3
70
112.1
95+
95
P
2938
32 x 32 Footing, East Side
0-1
75
7.2
111.4
12
112.1
99.4
95
P
2939
it1-2
80
112.1
95+
95
P
2940
if2-3
80
112.1
95+
95
P
2941
32 x 32 Footing, South Side
0-1
90
9.4
110.2
12
112.1
98.3
95
P
2942
111
- 2
70
112.1
95+
95
P
2943
2-3
85
112.1
95+
95
P
2944
32 x 32 Footing, West Side
0-1
70
8.1
109.9
12
112.1
98.0
95
P
2945
if1-2
90
112.1
95+
95
P
2946
2-3
80
112.1
95+
95
P
2947
18x18 Stem Wall Footing, N - Side
0-1
95
8.9
110.6
12
112.1
98.7
95
P
2948
if1
- 2
90
112.1
95+
95
P
2949
it2-3
80
112.1
95+
95
P
2950
18x18 Stem Wall Footing, E - Side
0-1
95
6.2
110.1
12
112.1
98.2
95
P
2951
1 - 2
80
112.1
95+
95
P
2952
2-3
90
112.1
95+
95
Remarks:
• All elevations are below bottom of footing.
The field density tests were performed in general compliance with ASTM D 2922, Density of Soil in Place by Nuclear Methods.
The Hand Cone Penetrometer (HCP) test, in conjunction with information 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.
f
A. M. ENGINEERING AND TES`J <<�°�G, INC.
DENSITY OF SOIL IN PLACE - continued
Client: Ditch Diggers
Contractor: Client
Site: Tradition South Tower
Footings
Report Date: 7/21/04
Technician: BL
Page 2 of 2
Permit No: 23090598
Test
No.
Date
Tested
Location
Eleva-
tion
(ft)
Field Test Results
Proctor
Max
Dry
Density
(ef)
Com action
Pass/
Fail
HCP
HZO
(%)
Dry
Density
(ef)
Probe
Depth
(in)
In
Place
(%)
Min
Req'd
%)
2953
7/16/04
18x18 Stem Wall Footing, S - Side
0-1
95
1 3.1
111.3
1 12
112.1
99.3
95
P
2954
if
1-2
90
112.1
95+
95
P
2955
if
2-3
80
112.1
95+
95
P
2956
18x18 Stem Wall Footing,W - Side
0-1
90
8.3
109.9
12
112.1
98.0
95
P
2957
of
1-2
80
112.1
95+
95
P
2958
2-3
75
112.1
95+
95
P
Remarks:
• All elevations are below bottom of footing.
• The field density tests were performed in general compliance with ASTM D 2922, Density of Soil in Place by Nuclear Methods.
• The Hand Cone Penetrometer (HCP) test, in conjunction with information 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.
Reviewed by:
Distribution: A. M. ENGINEERING AND TESTING, INC.
Client - 3
Rebecca Grant Ascoli, P. E.
Florida Registration No. 51863
2935 - 2952.s1s