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Soil Nuclear Gauge Client: Project: l � � O l
Report Date: 7/2/2020 GHO Homes Corporation 15-0338.00
Test Method: ASTM D 6938 590 NW Mercantile Place Meadowood Golf & Country Club
Port St. Lucie, FL 34986 Fort Pierce. Florida
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Solt
Classification
Optimum
Moisture
(%)
Maximum
Dry Density
(pet)
pe
In Place
Moisture
In Place
Dry Density
Probe
Deptn
Percent
Compaction
Minim ax
Comp.
/.I
Remark
157
7/1120
Pn
N!A
10.4
720.2
8.6
i16.7
12
97
95l 105
Pass
158
7/1/20
P-1
N1A
10.4
120.2
8.11
116.5
12
97
951 t05
Pass
159
711120
P-7
N/A
10.4
120.2
8.4
117.2
12
98
951 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make r Model / SN ! Calibrated
Field Technician
157
i6elow Stab Grade. Lot 20. 3621 Grove Ct.
, Permit 4 1912-0112. NW Corner
1-2'
Treader 13430125093 i
Stone, Brent
15e
!Below Stab Grade: Lot 20.3621 Grove Cl..
Permit # 1912-0112. Center
1-2'
Troxler 13430 / 250931
Stone. Brent
159
(Below Stab Grade: Lot 20, 3621 Grove M.
, Permit # 1912-0112. SE Corner
1-2'
Trotter /3430 / 25093!
Stone. Brent
Remarks
Comments
RECEIVED
Fass: Tests results Comply with spevn=ions
[es's aie'Dvect Trans:nisstW (Monad A) unless probe depth )s noted as
-e.YrsrtanaP. Gauge cateraton data on We Mth c,a tesGag agency.
157, 158, 159: 0-f' HCP=4D+. > 95 "a Compaction, PASS. HCP tests
are emmlic.alfy correlated to the relative tiensity of the soil.
LJUL 0 6 2020
Lucie County, permitting
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Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and.sealed and the signature must be verified on any electronic copjes-
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