HomeMy WebLinkAboutMW1 DensitySoil Nuclear Gauge
Client:
Project:
Report Date: 7/15/2020
GHO Homes Corporation
15-0338.00
P
Test Method: ASTM D 6938
590 NW Mercantile Place
Meadowood Golf & Country Club
FRNAYIO�
Port St. Lucie
Port St. Lucie, FL 34986
Fort Pierce, Florida
FBPE CA # 4930
607 NW Commodity Cove
Port St- Lucie, FL 34986
Phone: 772-924-3575 1 Faxr 772-924-3580
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry Density
(pcf)
In Place
Moisture
(%)
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
(%)
Remark
160
7116120
P-1
NIA
10.4
120.2
10.3
115.9
12
96
951105
Pass
161
7115/20
P-1
NIA
10.4
120.2
10.0
115.5
12
96
951105
Pass
162
7115120
P-1
NIA
10.4
120.2
1 10.2
1 116.1
12 1
97
1 951105 1
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make 1 Model 1 SN / Calibrated
Field Technician
160
Below Slab Grade: Lot 1 ! 9631 Knollwood Lane, SW side.
0-1'
Troxler ! T3430122260 1
Evans, Amber
161
Below Slab Grade: Lot 1 ! 9631 Knollwood Lane, NE side.
0-1'
Troxler 1 T3430122260 1
Evans, Amber
162
Below Slab Grade: Lot 1 ! 9631 Knollwood Lane, center.
0-1'
Troxler 1 T3430122260 1
Evans, Amber
Remarks
Comments
Pass: Tests results comply with specifications
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
160, 161, 162: Below stripped surface 0-1, 1-2' HCP 60+, n 95 %
Compaction, PASS. HCP tests are empirically correlated to the
relative density of the soil.
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