HomeMy WebLinkAbout19-5842.00 - 1233 S Brocksmith Rd permit #e
Port St. Lucie
FBPE CA # 4930
607 NW Commadity Cove
Pad St. Lucie, FL 34986
Phone: 772-924-35751 Fax'772-924-3580
Soil Nuclear Gauge
Report Date: 5/21/2020
Test Method: ASTM D 6938
Client:
JR's All Site Services, LLC
4911 Jorgensen Rd.
Fort Pierce, FL 34981
Project:
19-5842.00
JR's All Site Services, LLC 2019-2020 Master
Agreement
North Palm Beach, Martin, Saint Lucie,
Indian River, Okeechobee and Brevard
Counties...
FL
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
N
Maximum
Dry Density
(psf)
In Place
Moisture
N
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
MinlMax
Comp.
N
Remark
19
5/19120
P-2
NIA
11,2
112.5
11.1
107.3
12
95
951105
Pass
20
5/19/20
P-2
NIA
11.2
112.5
10.7
108.6
12
97
951105
Pass
21
5/19/20
P-2
NIA 1
11.2 1
112.5
10.9
1 109.3
12
1 97 1
95 / 105 1
Pass
22
5119/20
P-2
NIA
11.2
112.5
10.0
110.2
12
98
951105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make 1 Model I SN I Calibrated
Field Technician
19
Pool Backfill: 1233 S Brocksmith Road, Ft Pierce, West Side of pool
0-1
Troxler134301245661
Hayes, Sean
20
Pool Backfill: 1233 S Brocksmith Road, Ft Pierce, East Side of pool
0-1
Troxler 13430 1245661
Mayes, Sean
21
Pool Backfill: 1233 S Brocksmith Road, Ft Pierce, North Side of pool
0-1
Troxler! 34301245661
Hayes, Sean
22 1
Pool Backfill: 1233 S Brocksmith Road, Ft Pierce South Side of pool
0-1 1
Troxler 13430124566 1
Hayes, Sean
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.
19, 20, 21, 22: 1-2, 2-3, 3-4, 4-5, 5-6' HCP=50+, > 95 % Compaction,
PASS. HCP tests are empirically 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.
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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