HomeMy WebLinkAboutSOIL NUCLEAR GAUGEGFh
�'FRNA't�ON
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: 9/25/2018
Test Method: ASTM D 6938
Client:
Christine Paz
415 S Brocksmith Road
Ft. Pierce, FL 34945
Project:
18-9420.00
Gonzales Residence
415 S. Brocksmith Road
Ft. Pierce, FL 34945
Test Results -
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
N
Maximum
Dry Density
(pcf)
In Place
Moisture
N
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
N
Remark
1
9/20/18
8434 - D1557
N/A
11.1
107.5
9.7
104.7
12
97
95 / 105
Pass
2
9/20/18
8434 - D1557
N/A
11.1
107.5
9.5
104.8
12
97
95 / 105
Pass
3
1
1 9/20/18
1 8434 - D1557
N/A
11.1
107.5
9.9
104.7
12
97
95 / 105
Pass
4
9/20/18
8434- D1557
N/A
11.1
107.5
9.6
105.1
12
98
95 / 105
Pass
5
9/20/18
8434- D1557
N/A
11.1
107.5
10.1
104.7
12
97
95 / 105
Pass
Test
,Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
1
Footing: Footings for fence, 90' north of driveway.--
- - -
—
0-1_
Troxler / 3430 124566 /
Presson, Thomas
2
Footing: Footings for fence, 55' north of driveway.
0-1
Troxler / 3430 124566 / --
Presson, Thomas
3
Footing: Footings for fence, 15' north of driveway.
0-1
Troxler 13430 124566 /
Presson, Thomas
4
Footing: Footings for fence, 6' south of driveway.
0-1
1
Troxler 13430 124566 /
Presson, Thomas
5
Footing: Footings for fence, 20' south of driveway.
0-1
Troxler / 3430 124566 /
Presson, Thomas
Remarks,
Comments
Pass: Tests results comply with specifications
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
I"Backscattee'. Gauge calibration data on file with the testing agency.
063218 *_
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RECEIVED Pr ci€ "oI:"FHT 3218
State'b'1011ir
SEP215 201E ' / /, I I I I ► � � `
Permitting Department
St. Lucie Ceuntl,
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
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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