HomeMy WebLinkAboutSOIL NUCLEAR GAUGEP- E(�%i 1'T 1-7 ( 2 " US-3 f
Soil Nuclear Gauge
Client:
Project:
OCT 16 1010
0RECEIVED
Report Date: 10/12/2018
SKIDOO LLC C/O Laura Sharp
18-9377.00
Permitting Department
Test Method: ASTM D 6938
4521 PGA Blvd. No. 424
Ski Doo LLC - Wheel Chair Ramp
Port St Lucie St. Lucie County
Palm Beach Gardens, FL 33418
5350 Steel Blvd
FSPE CA#4930
Fort Pierce, FL
607 Nw Commoc ity Cove
Port SL Lucie, FL 34966
Phone: 772-92435751 F.: 772-924-3560
Test Results
Test#
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry Density
(per)
In Place
Moisture
(%)
In Place
Dry Density
(pc
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
I%)
Remark
1
10/10/18
P-1
N/A
8.2
128.8
1.5
127.2
12
99
981105
Pass
2
10/10/18
P-1
N.
N
8.2
128.8
8.1
128.0
12
99
981105
Pass
Test Information
Test #
Test Location
I Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
ILiverman,
1
Base Rock: Handicap ramp at NW side of building, North side
0-1
Troxler / 3430 / 24566 /
Liverman, Robert
2
Base Rock: Handicap ramp at NW side of building,
South side
0-1
Troxler / 3430 / 24566 /
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.
1, 2: 1-2 HCP=50+, > 95 % Compaction, PASS. HCP tests are
empiricallyempirfinally correlated to the relative density of the soil.
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Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
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Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
IW12/2018
$3218
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