1698 MARITIME OAK DR - ELEV. CERT, DENSITY REPORT cane. .
FORM BOARD ELEVATION CE IFICATE
DATE: -/_3-4,5-
PERMIT
NUMBER: /- s/ - /y‘.
ADDRESS: / n /a,,' oa 4 fir.
A.A.S. WORK ORDER NO. / '1 ?2
REQUIRED SLAB ELEVATION ON CITY
APPROVED SITE PLAN:
ACTUAL ELEVATION OF FORM BOARD OR
GRADE STAKE: '`si /Li. Jo
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)
I
gpUNIVERSAL UES Project No: 0910.1400187.0000
Workorder No: 159140-1
ENGINEERING SCIENCES Report Date: 8/17/2015
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 Ca ill Appi
In-Place Density Test Report nl
Client: UES Technician: Jody Swathwood
160 Cape May Avenue
Ponte Vedra, FL 32081 Date Tested: 08/17/2015
Project: Atlantic Beach Country Club
Area Tested: tlantic Beach Country Club Lot 119 Housepad 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.
Maximum optimum Field Dry Field Soil Fill
Test Densi Densit Depth Pass
tY Moisture Y Moisture Compaction (inch) or Fail
No. Location of Test Range (pcf) (%1 (pcf) (%1 1%1
1 South end of housepad 119 0-1 ft 105.3 14.0 101.6 9.5 96 N/A Pas_
2 East end of housepad 119 0-1 ft 105.3 14.0 100.8 9.8 96 N/A Pas:
3 West end of housepad 119 0-1 ft 105.3 14.0 102.2 9.5 97 N/A Pas:
4 Center of housepad 119 0-1 ft 105.3 14.0 102.3 9.7 97 N/A Pas:
5 North Corner of housepad 119 _- 105.3 14.0 101.1 9.9 96 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
UNIVERSAL UES Project No: 0910.1400187.0000
II p Workorder No: 159410-1
ENGINEERING SCIENCES Report Date: 8/26/2015
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 1,3
In-Place Density Test Report
&1-9
Client: UES Technician: Jody Swathwood
160 Cape May Avenue Date Tested: 08/26/2015
Ponte Vedra, FL 32081
Project: Atlantic Beach Country Club
Area Tested: Atlantic Beach Country Club Lot #119 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.
Maximum Optimum Field Dry Fill
D timum ry Field Soil Depth Pass
Test Density Moisture Density Moisture Compaction
No. Location of Test Range (pcf) (%) (pcf) 1%) (%) (inch) or Fail
1 East end of pad 0-1 ft 105.3 14.0 100.1 18.5 95 N/A Pas:
2 West end of pad 0-1 ft 105.3 14.0 100.4 17.2 95 N/A Pas:
3 Center of pad 0-1 ft 105.3 14.0 101.1 16.1 96 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