1698 Maritime Oak form board elev/Density c an
FORM BOARD ELEVATION CER6ftFICATE
DATE: -/2
PERMIT
NUMBER:
ADDRESS: 9 i�� 00.
A.A.S. WORK ORDER NO.
REQUIRED SLAB ELEVATION ON CITY
APPROVED SITE PLAN: / 3-,-�'V
ACTUAL ELEVATION OF FORM BOARD OR
GRADE STAKE:
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)
UESProjectNo: 0910.1400187.0000
E9UNIVERSAL Workorder No: 159140-1
ENGINEERING SCIENCES Report Date: 8117/2015
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 S ca A 0 10XV0410
In-Place Density Test Rep ^9
UES Technician: Jody Swathwood
Client: 160 Cape May Avenue Date Tested: 08/17/2015
Ponte Vedra, FL 32081
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.
Fill
Waximum:)Ptimum Field Dry Field Soil Depth Pass
Test Density Moisture Density moisture compaction (inch) or Fail
No. Location of Test Range (Pcf) (0/0) (PCO (%) -- (%) —— Past
105.3 14.0 101.6 9.5 96 N/A
1 South end of housepad 119 0-1 ft 'V N/A Pas:
2 East end of housepad 119 0-1 ft 105.3 14.0 100.8 9.8 96 N/A Past
3 West end of housepad 119 0-1 ft 105.3 14.0 102.2 9.5 97
4 Center of housepad 119 0-1 ft 105.3 14.0 102.3 9.7 97 N/A Pas!
5 North Comer of housepad 119 1 105.31 14.0 101.1 9.9 96 N/A I 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
UES Project No: 0910.1400187.0000
UNIVERSAL Workorder No: 159410-1
ENGINEERING SCIENCES Report Date: 8/2612015
Consultants In:Geotechnical Engineering-Environmental Sciences
Geophysical Services*Construction Materials Testing-Threshold inspection
Building Inspection-Plan Review*Building Code Administration 6-0748
5561 Florida Mining Blvd So.,jacksonville, 32257 . p:904-296-0757 - F:904-29
1 Pla D n i T R nort &L
UES Technician: Jody Swathwood
Client: 160 CaDe May Avenue Date Tested: 08/26/2015
Ponte�edra, FL 32081
Project: Atlantic Beach Country Club Olu
Area Tested: Atlantic Beach Country Club Lot#119 auge Metho
Field: ASTM D-6938 Nuclear G
Material: Fill Laboratory- ASTM D1557 Modified Proctor
Reference Datum: 0 =Top of Fill
The tests below meet the minimum 95%relative soil compaction requirement of Laboratory Proctor maximum dry density.
Fill
aximum ptimum Field Dry Field Soil Depth Pass
Density oisture Density moisture compaction (inch) or Fail
Test Range (pd) M.) (pcf) (./.1 (0/01
No. Location of Test 0-1 ft 105.3 14.0 100.1 `18.5 95 N/A Pas�
I East end of pad 105.3 14.0 100.4 17.2 95 N/A
2 West end of pad 0-1 ft N/A
3 Center of pad 0-1 ft 105.3 14.0 101.1 16.1 96
To establish a mutual Protection to Universars clients,the Public and ourselves,all reports are submitted as confidential propertY of our clients and autholizadon