1787 ATLANTIC BCH DT FORM BOARD ELEVATION CERT FORM BOARD ELEVATION CERTIFICATE
DATE: q-- ‘ - a
PERMIT
NUMBER: /G - s,.e - ysy
ADDRESS: /7 �zz, �.-
A.A.S. WORK ORDER NO. 9/2
REQUIRED SLAB ELEVATION ON CITY
APPROVED SITE PLAN: / 3 - -
ACTUAL ELEVATION OF FORM BOARD OR
GRADE STAKE: /9 s 4 /
SURVEY COMPANY
NAME: ALL AMERICAN SURVEYORS OF FLORIDA INC.
6820 SOUTHPOINT PARKWAY, SUITE 4 JAX, FL 32216 (904) 279 -0088
SIGNATURE OF SURVEYOR: (Party Chief)
// 6.
UES Project No: 0910.1400187.0000
gip Workorder No: 170285 -1
ENGINEERING SCIENCES Report Date: 4/15/2016
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: Kori Osteen
160 Cape May Avenue
Ponte Vedra. FL 32081 Date Tested: 04/15/2016
Project: Atlantic Beach Country Club
Area Tested: 39 Type of Test
material: Hi Field: AS T ivi 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 Test Density Moisture Density Moisture Compaction p Pass
No. Location of Test Range (pcf) ( %) (pcf) ( %) I %1 (inch) or Fail
1 NE corner of pad 0 - 1 ft 103.3 14.3 102.9 6.9 100 N/A Pas.
2 NW corner of pad 0 - 1 ft 103.3 14.3 102.5 6.6 99 N/A Pas:
3 SE corner of pad 0 - 1 ft 103.3 14.3 98.1 7.2 95 N/A Pas:
4 SW corner of pad 0 - 1 if 103.3 14.3 98.1 6.7 95 N/A Pas:
To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization
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