1691 ATLANTIC BEACH DR - ELEV CERTIFICATE N
FORM BOARD ELEVATION CERTIFICATE
DATE: 1/-
PERMIT
NUMBER: - s/.<. - TZ--
ADDRESS: /69/ A444 7& , 4 fir.
A.A.S. WORK ORDER NO. /Y73a�
REQUIRED SLAB ELEVATION ON CITY
APPROVED SITE PLAN: 2 Pa
ACTUAL ELEVATION OF FORM BOARD OR
GRADE STAKE: ia-.s-d s ,
SURVEY COMPANY
NAME: ALL AMERICAN SURVEYORS OF FLORIDA INC.
6820 SOUTHPOINT PARKWAY, SUITE 4 JAX, FL 32216 (904) 279-0088
SIGNATURE 9F SURVEYOR: (Party Chief)
U N ' V E KSAL UES Workorder No:: 1610. -1 .
41 p Workorder No: 164022-1
ENGINEERING SCIENCES Report Date: 12/1/2015
Consultants In:Geotechnical Engineering•Environmental Sciences
Geophysical Services•Construction Materials Testing•Threshold Inspection
Building Inspection•Plan Review•Building Code Administration
5561 Florida Mining Blvd So.,Jacksonville, 32257 • P:904-296-0757 • F: 904-296-0748
In-Place Density Test Report
Client: UES Technician: Charles Wright
160 Cape May Avenue Date Tested: 12/01/2015
Ponte Vedra, FL 32081
Project: Atlantic Beach Country Club
Area Tested: House pad Lot#16 Type of Test:
Material: Fill Field: ASTM D-6938 Nuclear Gauge Metho
Reference Datum: 0 - Top of Fill Laboratory: ASTM D1557 Modified Proctor
The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density.
Fill
Maximum optimum Field Dry Field Soil Depth Pass
Test Density Moisture Density Moisture Compaction (inch) or Fail
No. Location of Test Range (pcf) (%) (pcf) (%) (%1
1 Northeast corner of pad 0-1 ft
103.3 14.3 101.9 13.1 99 N/A Pas:
2 Northwest corner of pad 0-1 ft
103.3 14.3 100.2 14.0 97 N/A Pas:
3 Southwest corner of pad 0-1 ft 103.3 14.3 100.8 14.5 98 N/A Pas:
4 Southeast corner of pad 0-1 ft 103.3 14.3 97.8 15.2 95 N/A Pas
I
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