HomeMy WebLinkAboutDensity of Soil In Placem�-ct-mo ms: so rrsuri-F,ra t;1Vll11vnnrs11V17
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A, M. ENGINEERIN'C'2.L4D TESTING,, INC.
3 504 INDUSTMAL 3 3" STREET,
FT. PIERCE, FLORm 3 4946
LOCALOFFICE: (772) 461 7508 FAX: (772) 461-9880
VENSITY OF SOIL IN PLACE
rN
V C-ra'nce4co
Client: tractors, Inc. ® r_ ®t4 o -7o -7 Report Date: 2/i2/06
Contractor: Client �O Technician: J. Ashburn
Site: Cullora Residence, Bridle Way 1-7 Page 1 of 2
Foundation Fill
Test
No.
Date
Tested.
Location
Eleva-
tion
(ft)
Meld Test
Results
Proctor,
Max
Dry
Density
(ct)
Com action
pass/
Fail
HCP
H2O
%
Dry
Density
c
Probe
Depth
(in)
In
Place
0/
Min
Req'd
%)
8276
2/8/06
Map Location 1
0-1
11.6
112.2
12
115.2
97.4.
95
P
8277
1-2-
80+
1
12
115.2
95+
95
P
8278
"
2-3
80+
12
115.2
95+
95
P
8279
3-4
80+
12 .
115.2
95+
95
P
8280
4-5
80+
12
115.2
95+
95
P
8281
Ma Location 2
0-1
10.8
114.7
.12
115.2
99.6
95
P
8282
n1-2
80+1
12
115.2
95+
95
P
8283
it
2-3
80+
12
115.2
95+
95
P
9284
"
3-4
80+
12
115.2
95+
95
1' _
8285
Is4-5
80+
1.2
115.2
95+
95
P
8286
Map Location 3
0 - 1
10.6
114.Q
12
115.2
99.0
95
P
8287
1-2
80+
-
12
115.2
95+
95
P
9298
2-3
80+1
12
115.2
95+
95
P
8289
3-4
80+1
12
115.2
95+
95
P
8290
4-5
70
12
115.2
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 infi mnation about the soil type, is empirically correlated to the
relative density of the subsurface soils.
• The laboratory Proctor maximum dry density was detormined in accordance with ASTM D 1557.
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`A.1VY.1 NG1 EEVI�iG AND TEST i'A— , INC.
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DENSITY OF SOUL IN PLACE - continued
Client: R.K. Contractors, Inc. p r' (e s eo e O SST - Report. Date: 2/22/06
Contractor: Client
Site: Cuilora Residence, Bridle Way
Foundation Fill
Technician: S. Ashburn
Page 2 of 2
Test
No.
Date
Tested
Location
Elm-
Lion
(ft)
Field Test
Results
Proctor
Max
Dry
Density
(ef) I
Compaction
Pass/
pail
RCP
R20
Dry
Density
e
Probe
Depth
in
In
Place
(%)
Min
Rcq'd
b/o
8291
2/8/06
Map Location 4
0-1
12.3
110.3
12
115.2
95.7
9S
P
8292
if
1-2
80+
12
115.2
95+
95
P
8293
"
2-3
80+
12
115.2
95+
95
P
8294
3-4
80+
12
115.2
95+
95
P
8295
4-5
60
12
115.2
95+'
95
P
8296
Map Location 5
0-1
9.8
117.1
12
115.2
101.6
95
P
8297
"
1-2
80t
12
115.2
95+
95
P
8298
2-3
80+
12
115.2
95+
95
P
8299
3-4
65
12
115.2
95+
95
P
8300
4-5
60
12
115.2
95+
95
P
8301
Map Location 6
0 - 1
11A
112.8,
12
115.2
97.9
95
P
8302
"
1-2
80+
12
115.2
95+
95
P
8303
2-3
80+
12
115.2
95+
95
p
8304
k1
3-4
80+
12
115.2
95+
95
P
9305
4-5
80+
12
115.2
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 AS'1 M 1)1557..
Reviewed by:
Distribution: A.1VL ENGINMERING AND TkSTING, INC.
Client - 2
Rebecca Grant Ascoli, P. E.
Florida Registration No. 51863
�i$erver-a►nelcourpanytForrPieraOffleeWOMPPSUMDATAIR.K. Conhactors, hrclCrN=Res. Brute Way1$274-8305 Density
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A. M. ENGINEERING A -ND TESTING, INC.
3504 I NMUSTR1AL 33" STREET
FORT PIERCE, FLoRiDA 34946
(771) 461-7508 OFFicE (7 72) 461-8880 FAx 1-tist—
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