HomeMy WebLinkAboutSOIL NUCLEAR GAUGEMju • Oak Sao
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Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Port St. Lucie, FL 34986
Phone: 772-924-3575 1 Fax: 772-924-3580
Soil Nuclear Gauge
Report Date: 10/3/2017
Test Method: ASTM D 6938
Client: Project:
Showcase Designer Homes 17-6157.00
3393 SW 42nd Ave. Showcase Designer Homes Master Agreement
Palm City, FL 34990 Various Locations
FL
Test Results
Optimum
Maximum
In Place
In Place
Probe
Min/Max
Retest
Test
Soil
Moisture
Dry Density
Moisture
Dry Density
Depth
Percent
Comp.
Test #
Of
Date
Proctor ID
Method
Classification
(%)
(pcf)
(%)
(pcf)
(in)
Compaction
(%)
Remark
8
10/2/17
P-1
N/A
12.4
103.7
11.3
102.2
12
99
95 / 105
Pass
9
10/2/17
P-1
N/A
12.4
103.7
11.0
101.7
12
98
95 / 105
Pass
10
1
10/2/17
P-1
I N/A
F 12.4
103.7
10.5
1 101.9
12
98
1 95 / 105
Pass
Test Information
Gauge
Test #
Test Location
Elevation
Reference
Make / Model / SN
Field Technician
8
Above Bottom of Footing: 6401 South Indian River Drive, Fort Pierce, Stem wall backfill,
2-3
Troxler 3430 24566
Liverman, Robert
Southeast corner
9
Above Bottom of Footing: 6401 South Indian River Drive, Fort Pierce, Stem wall backfill,
2-3
Troxler 3430 24566
Liverman, Robert
Center
10
Above Bottom of Footing: 6401 South Indian River Drive, Fort Pierce, Stem wall backfill,
2-3
Troxler 3430 24566
Liverman, Robert
northwest corner
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.
8, 9, 10: 0-1, 1-2 HCP=70+, > 95 % Compaction, PASS. HCP tests
are emijincall correlated to the relative density of the soil.
OCT 66 PED 0,
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
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