HomeMy WebLinkAboutSoil Nuclear Gauge�p�,(-m) )- "I t--V -7- Oaq
Soil Nuclear Gauge
Client:
Project:
Report Date: 10/6/2020
The Outdoors Quality LLC
19-2004.00
'"CRNAt�ONP
Test Method: ASTM D 6938
1610 Coronado Avenue
The Outdoors Quality LLC 2019 Master
Port St. Lucie
Fort Pierce, FL 34982
Agreement
FBPECA#4930
Various Locations
607 NW Commodity Cove
FL
Port St. Lucie, FL 34986
Phone: 772-924-3575 1 Fax: 772-924-3580
Test Results
In Place
In Place
Optimum
Maximum
In Place
Dry
Wet
Probe
Min/Max
Retest
Test
Soil
Moisture
Dry Density
Moisture
Density
Density
Depth
Percent
Comp.
Test #
Of
Date
Proctor ID
Method
Classification
(%)
(pcf)
(%)
(pcf)
(pcf)
(in)
Compaction
(%)
Remark
16
10/5/20
P-1
N/A
10.6
114.4
10.6
109.7
121.3
12
96
95 / 105
Pass
17
10/5/20
P-1
N/A
10.6
114.4
10.8
110.5
122.4
12
97
95 / 105
Pass
18
10/5/20
1 P-1
N/A
10.6
114.4
1 9.4
1 111.2
121.7
1 12
1 97
1 95 / 105
1 Pass
Test Information
Gauge
Test #
Test Location
Elevation
Reference
Make / Model / SN / Calibrated
Field Technician
16
Above Stripped Surface: 358 Melton Dr, Ft Pierce, West Corner
3-4
Troxler / T3430 / 36304 /
Hayes, Sean
17
Above Stripped Surface: 358 Melton Dr, Ft Pierce, East Corner
3-4
Troxler / T3430 / 36304 /
Hayes, Sean
18
Above Stripped Surface: 358 Melton Dr, Ft Pierce, Center
3-4
Troxler / T3430 / 36304 /
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.
16, 17, 18: Below stripped surface 0-1', Above stripped surface 0-1, 1-
2, 2-3 'HCP 40+, > 95 % Compaction, PASS. HCP tests are
empirically correlated to the relative density of the soil.
RECEIVED
OCT® 8 2020
\01 t 1 I i I i I/ /",/ permitting Department
��� AN• KtE ;//% 't' Lucie County
\ '•��GENSF' ��
No 6
Iri•.KerlKP.E.
"ionatEflrgMer #�
t F1 61MID
�;SNAL
//illillt0
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.
Page 1 of 1