HomeMy WebLinkAboutSOIL NUCLEAR GAUGES�'c - &0q- 0o)8
Soil Nuclear Gauge
Client:
Project:
Report Date: 10/312016
Phoenix Realty Homes, Inc.
13-2002.02
aHa
Test Method: ASTM D 6938
1760 North Jog Road, Suite 120
Tarpon Flats
Port St. ueie L
West Palm Beach, FL 33411
St. Lucie County, Florida
FBPE CA # 4930
521 " Enterprise Drive
Port St. Lurie, FL 34986
(� A'
SCAN` EQ
Phone: 772-924-35751Fax:772-924-35B0
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Test Resultsty
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil.
Classification
.Optimum
Moisture
N
Maximum
Dry Density
(pcf)
In Place
Moisture
%o)
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
w
Remark
43
10/3116
P-2
N/A
11.7
109.1
8.2
107.7
12
99
95 / 105
Pass
44
10/3/16
P-2
N/A
11.7
109.1
8.0
105.6
12
97
95 / 105
Pass
45
1
1 10/3/16
1 P-2
N/A
11.7
109.1
1 7.8
1 108.2
1 12
99
1 95 / 105 1
Pass
k
TesUnformatiori
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN
Field Technician
43
Below Slab Grade: Lot.7, Foundation pad, Southeast comer
0-1
Troxler T3430 22260
Liverman, Robert
44
Below Slab Grade: Lot 7; Foundation pad, Center
0-1
Troxler T3430 22260
Liverman, Robert
45
Below Slab Grade: Lot 7, Foundation pad, Northwest comer
0-1
Troxler T3430 22260
Liverman, Robert
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.
43, 44, 45: 1-2 HCP=70+, > 95 % Compaction, PASS. HCP tests are
empirically correlated to the relative density of the soil.
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NLD
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60675
10/03/2g16
P.E.
TesfReports sshall notbe rreproduced, except in full, without the written approval of GFA International Inc. T Page 1 of 1
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