RC-03-22-788 988 NE 93 StTESTING 6 ENGINEERING SERVICES, INC.
FIELD DENSITY TEST REPORT �O- - 0 3 - Z-z - -78E
Client: GVC Construction Date: December 1, 2022
11881 NW 207 Street Job: D — 221213
Miami, FL 33177
_Project Name: _ Residence - Addition
Project Location: 988 NE 93 Street., Miami Shores, Fl
PROCTOR DATA
Proctor Max. Dry Optimum.
No. Soil Description Densi c Moisture °/
114363 Brown Sand with Limerock 113.4 9.3
Required Compaction % 95% Test De th Penetration inches : 12"
FIF.I,n DENSITY TEST RESULTS
Test
No.
Proc.
No.
Test Location
Lift
No.
LDry
ensity
%
Moist.
%
Comp,
Result
1
114363
West Column Pad
Footing
108.7
8.8
95.9
Pass
2
114363
South Area on Footing
Footing108.9
8.2
96.1
Pass
3
114363
East Area on FootingFooting108.5
8.5
95.7
Pass
I
Comments:
��U Cls. �) �>
VMS Venkatesan, P.E. —.-- �. \1' `—L-L
Professional Engineer No. 63107 J
State of Florida
13370 SW 131" Street, Suite 105, Miami, FL. 33186 (305) 259-9779
www.neleotestitig.com nelcolanelcotestini" n
4
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468 E. 9 STREET HIALEAH, FL 33010
P.O. BOX 1418 HIALEAH, FL 33011-1418 `` -``�
PHONE: (305) 885-4966 FAX: (305) 885-4969 ?
J 1'�
Notice of Preventative Treatment for Termites .��.
(As required by Florida Building Code (FBC) 104.2.6)
S9 _NE-193_ SPUt 1.._M 16W1 Shores. FL
Address of Treatment or Lot/Block of Treatment
! 130 1-2027-. 12: oo orv) . M . C m q s
Date Time Applicator
hM 1-1 ( -75
Product Used
�45. 1.
Percent Concentration
] i111 I 0 _
Chemical used (acts a ingredient)
M W FT
Area treated
dDil-20 ftcd �;_._ _.
Stage of treatment (Horizontal, Vertical, Adjoining Slab, retreat of disturbed area)
As per 104.2.6 - If soil chemical barrier method for termite prevention is used, final exterior
treatment shall be completed prior to final building approval.
If this notice is for the final exterior treatment, initial and date this line
zg�
Authorized Signature
[o mall.
Number of gallons applied
Linear feet treated