HomeMy WebLinkAboutCompaction testSoil Nuclear Gauge
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Client-
Project:
Report Date: 5/7/2020
GHO Homes Corporation
15-0338.D0
Test Method: ASTM D 6938
590 NW Mercantile Place
Meadowood Golf 8 Country Club
Pea at "CIO
Port St. Lucie, FL 34986
Fort Pierce. Florida
'we CA a 49"
07 NW Commodlry Cwe
Pon 51 Leds. FL Nabs
Frog 777.914.3575 I Fmz 7-%W35aa
Test Results
Test
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
%
Maximum
Dry (Density
Pc
In Piece
Moisture
%
In Piece
Dry Density
Probe
Depth
in
I
Percent
Compaction
MiNMax
Comp.
%
Remark
148
SM120
P-1
N
20
.
21
95 / I05
Pass
149
5620
P-1
"I
2
B
.
77
Pass
150
516120
P-1
NIA
10.4
120.2
7.9
118.2
1 12
98
95I105
Pass
Test Information
Test #
Test Locadon
Elevation
Reference
Gauge
Make/ Model I SN I Calibrated
Field Technician
148
Above Snipped Surface: Lot 261. 2982 Bent Pine
Dr., NW Comer
1-2
Troxier / 343D 125093
Stone. Brent
149
Above Stripped Surface: Lot 261. 2982 Bent Pine Dr., Center
121
Troxter 13430125093
Stone, Brent
150
Above Stripped Surface: Lot 261. 2982 Bent Pine Dr., BE Corner
1-2
Trader / 3430125093
Stone. Brent
Remarks
I
Comments
Pass: Tests results comply with specifications
Team are *Direct Transmission- (Method A) union probe depth Is noted as
-9eckscaker. Gauge ralibralion dale on ae with the testing agency.
148. 149, 160: a1' HCP=50•. > 95 % Compaction. PASS. HCP tests
the relative density of the soil.
„�--� No 6321$-� s
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