HomeMy WebLinkAboutInspection Docs 6
- Soil-Nuclear-Gauge Clientla- Pfo 12ae1c.G Project=—l7�9- 13 3 Report Date: 1/22/2018 R&E Loader Service, Inc. 13-1636.00
Test Method:ASTM D 6938 375 SW Dalton Circle R&E Loader Services, Inc.-Various Projects
��a""Lucie
Port St.Lucie Port St.Lucie, FL 34953
FBPE CA#4930
607 NW Commodity Cove -
Port St.Lucie,FL 34986
Phone:772-924-3575 1 Fax:772-924-3580
Test Results
Optimum Maximum In Place In Place Probe Min/Max
Retest Test Soil Moisture Dry Density Moisture Dry Density Depth Percent Comp.
Test# Of Date Proctor ID Method Classification N (pcf) (%) (pcf) (in) Compaction (%) Remark
212 1/22/18 P-7 N/A 10.3 116.2 9.2 112.4 12 97 95/105 Pass
213 1/22/18 P-7 N/A 10.3 116.2 9.0 111.4 12 96 95/105 Pass
214 1/22/18 P-7 N/A 10.3 1 116.2 1 8.6 T1 0 8-1 12 1 95 1 95/105 1 Pass
Test Information
Gauge
Test# Test Location Elevation Reference Make I Model I SN I Calibrated Field Technician
212 Below Slab Grade:5115 Palmetto Drive,Ft.Pierce,Foundation pad,NE Corner 0-1 Troxler/3430/24566/ Liverman,Robert
213 Below Slab Grade:5115 Palmetto Drive,Ft.Pierce,Foundation pad,Center area 0-1 Troxler 13430/24566/ Liverman,Robert
214 Below Slab Grade:5115 Palmetto Drive,Ft.Pierce,Foundation pad,SW Corner 0-1 Troxler/3430/24566/ Liverman,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.
212,213,214: 1-2,2-3 HCP=50+,>95%Compaction,PASS.HCP
tests are empirically correlated to the relative density of the soil.
L
NICMGENs1,Y�' No 841 6 85F Omas Dominic Montan
a Ctii� STATE OF
ent � �e�Cor�ty, FI- staYai�j�i lL E
Test Reports shall not be reproduced,except in full,without the written approval of GFA International Inc. Page 1 of 1
�, Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
RECEIVr:-D SEP 2 72017�
PLANNING &DEVELOPMENT SERVICES DEPARTMENT
Building & Code Regulations Division
2300 VIRGINIA AVENUE
FORT PIERCE,FL 34982-5652
(772)462-1553
FILLED LAND AFFIDAVIT
I,the undersigned, am the owner of the following described property,
(Parcel Id#/Legal description/Address)
for which I have applied to St. Lucie County for a Final Development Permit. In
accepting this Final Development Permit, BP Number 1�a1-O'�3S , I acknowledge
that as owner of the above described property, and in accordance with Section
7.04.01(D), St. Lucie County Land Development Code,I shall be responsible for assuring
adequate drainage so that the immediate community WILL NOT be adversely affected.
I further acknowledge that in granting this permit for the development of this property,
St. Lucie County is neither obliged nor liable to provide for, or maintain in any form,
adequate drainage off my property which will not adversely affect the immediate
community.
Avieb- Ne-wcr o -e�
Prop er Name(Please Print)
7h-7
roperty Owner Signature Date
STATE OF FLORIDA,COUNTY OF'�� . t.V C,%
I
ACKNOWLEDGED BEFORE ME THIS DAY OF �� 20 A-7
BY U Ysq 2,\Q WHO IS PERSONALLY KNOWN TO ME(_)OR WHO HAS
PRODUCED L L AS IDENTIFICATION.
SIGNATURE OF NOTAW PUBLIC TYPE OR PRINT NOTARY
)aA S41 Co�COMMISSION NUMBER =
DEANNAMARIE GNENS
h, C0%, gMN#GG 022023
EXPIRES:December 16,2020
'sv.F � Bonded Thru Notary Public Underwriters
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SLCPDSD Revised 04/11/2011