1655 ATLANTIC BEACH DR - DENSITY TEST SC 0 n
FORM BOARD ELEVATION CERTIFICATE
DATE: z /
PERMIT
NUMBER: /‘ - S �/L - 2�a
ADDRESS: /zss f1)L/G�/ l) e- A , _
A.A.S. WORK ORDER NO. /syo q 3
REQUIRED SLAB ELEVATION ON CITY
APPROVED SITE PLAN: /&'
ACTUAL ELEVATION OF FORM BOARD OR
GRADE STAKE: 7o, s-3
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)
l! IV I V E R S A L UES Project No: 0910.1400187.0000
4 p Workorder No: 184078-1
ENGINEERING SCIENCES Report Date: 3/7/2017
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: Kevin Gagnon
160 Cape May Avenue
Ponte Vedra, FL 32081 Date Tested: 03/07/2017
Project: Atlantic Beach Country Club
Area Tested: he se pad lot#10, ABCC Type of Test:
Material: Na - Field: ASTM D-2937 Drive Cylinder Method
Reference Datum: 0 = Top of Fill Laboratory: ASTM D1557 Modified Proctor
The tests below do not meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum
dry density.
Note: Retest pending client's authorization
Native
MaximumOptimum Field Dry Field Soil Depth Test Density Moisture Density Moisture Compaction inch Pass
No. Location of Test Range (Pa) f%1 (Pa) (% f%1 (inch) or Fail
1 18' E 10' N of SW corner 0-1 ft 102.3 14.6 97.9 4.6 96 N/A Pas:
2 35' E 14' N of SW corner 0-1 ft 102.3 14.6 99.0 6.0 97 N/A Pas:
3 30'S 22'W of NE corner 0-1 ft 102.3 14.6 98.6 6.3 96 N/A Pas:
4 12'S 7'W of NE corner 0-1 ft 102.3 14.6 96.9 5.2 95 N/A Pas:
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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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