HomeMy WebLinkAboutDENSITY OF SOIL IN PLACEA. M. ENGINEERING A"" ' T .�. G,
3504 INDUSTRIAL 33RD S
FT. PIERCE, FLORIDA 349
lj I'
LocALOFFICE: (772) 461-7508 FAX: (7 2) 4 1-8880
*4 V 2
DENSITY OF SOIL IN PLACE
Client: Carlton Paving, Inc. Report Da U4
Contractor: Client Technician: ]
Site: 406 Ulrich Road, Vedic Cultural Society Permit No.: 23040042
Stem -wall Backfill
Test
No.
Date
Tested
Location
Eleva-
tion
(ft)
Field
Test Results
Proctor
Max
Dry
Density
( cf)
Co m action
Pass/
Fail
HCP
HZO
Dry
Density
( cf)
Probe
Depth
In
Place
(%)
Min
Req'd
(%)
1985
11/24/03
NW Corner
0-1
45
1 8.7
1 109.6
12
112.4
97.5
1 95
P
1986
fill
1-2
40
112.4
95+
95
P
1987-
Center
0-1
45
6.2
108.4
12
112.4
96.4
95
P
1988
till
1-2
70
112.4
95+
95
1 P
1989
SE Corner
0-1
40
11.1
107.1
12
112.4
95.3
95
P
1990
fill
1-2
40
112.4
95+
95
P
Remarks:
• All elevations are below bottom of slab.
• 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.
Distribution:
Client - 2
SLC Bldg. Dept. -1
Reviewed by:. "
A. M. ENGINRERING. AND TESTING, INC.
f-��rantAscb�,eJ-2.
ebeccE.
Florida Registration No. 51863
EXCELDensity Form 1 Pageals