HomeMy WebLinkAboutSOIL NUCLEAR GAUGE 12-10-18Soil Nuclear Gauge
Report Date: 11/6/2018
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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
Client: Project:
P & C Construction of the Treasure Coast LLC 18-0145.00
P.O. Box 4343 5412 Killarney Avenue
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
1
11/2/18
P-1
N/A
11.0
109.3
9.9
106.3
12
97
95 / 105
Pass
2
11/2/18
P-1
N/A
11.0
109.3
9.8
106.5
12
97
95 / 105
Pass
3
11/2/18
P-1
N/A
1 11.0
1 109.3
10.5
1 106.0
1 12
1 97
95 / 105 1
Pass
Test
Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
1
Below Slab Grade: NW comer of pad
0-1
Troxier / 3430 / 24566 /
Presson, Thomas
2
Below Slab Grade: SE corner of pad
0-1
Troxier / 3430 / 24566 /
Presson, Thomas
3
Below Slab Grade: Center of pad
0-1
Troxier 13430 124566 /
Presson, Thomas
Remarks
Comments
= I?n
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, 3: 1-2 HCP=40+, > 95 % Compaction, PASS. HCP tests are
emolricallv correlated to the relative density of the soil.
---IVED
RECE
DEC 1 W'Z018
Department
St. Lucie County, FL
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.
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