HomeMy WebLinkAboutSOIL NUCLEAR GAUGEy
Soil Nuclear Gauge
Client:
Project:
Report Date: 1/16/2019
Park East Construction Corp.
18-3920.00
FHNJU10
Test Method: ASTM D 6938
266 E. Jericho Tpke
Farrell Storage (Kitterman)
Pod St. Laote
Huntington Station, NY 11746
Kitterman Rd.
FBPE CA # 4930
Port Saint Lucie, FL
607 NW Commodity Cove
Pon St Lucie. FL 34986
Phone:772-924-35751 Fax: 772-924-3580
Test Results
Test#
Retest
Of
Testl
Date)
ProctorlD
Method
Soil
Classification
Optimum
Moisture
%
Maximum
Dry Density
(pc
In Place
Moisture
%
In Place
Dry Density
(pc
Probe
Depth
in
Percent
Compaction
MinlMax
Comp.
(%)
Remark
234
1/16119
8280 - D1557
N/A
10.5
115.6
8.5
110.8
12
96
95 / 105
Pass
235
1/16119
8280 - D1557
N/A
10.5
115.6
8.9
112.0
12
97
95 / 105
Pass
236
1116/19
8280 - D1557
N/A
10.5
115.6
8.1
110.9
12
96
95 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make I Model / SN / Calibrated
Field Technician
234
Below Slab Grade: Building B, NW side.
0-12"12°
Troxler / T3430 / 347841
Evans, Amber
235
Below Slab Grade: Building B, SE side.
0-
Troxler I T3430 / 34784 /
Evans, Amber
236
Below Slab Grade: Building B, Center area.
1
10-12-
Troxler I T3430 / 34784 /
Evans, Amber
Remarks
Comments
Pass: Tests results Comply with speciricalions
Tests are 'Direct Transmission' (Method A) unless probe depth is noted as
'Backsca8er". Gauge calibration data on file with the testing agency.
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