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UNIVERSAL UES Project No: 0910.1400187.0000
Workorder No: 158153-1
ENGINEERING SCIENCES Report Date: 7/31/2015
Consultants In:Geotechnical Engineering-Environmental Sciences
Geophysical Services-Construction Materials Testing-Threshold Inspection
ED Building Inspection-Plan Review-Building Code Administration
5561 Florida Mining Blvd So.,Jacksonville, 32257 - P:904-296-0757 - F:904-2960748
In-Place Density Test Rely
Client: UES Technician: Jody Swathwood
160 Cape May Avenue pate Tested: 07/31/2015
Ponte Vedra, FL 32081
Project: Atlantic Beach Country Club
Area Tested: Atlantic Beach Country Club Lot#9 Tvoe 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.
Field D Fill
aximum
ptimum Dry Field Soil Depth Pass
Test Density Moisture Density Moisture compaction
(inch) or Fail
No. Location of Test Range (pcf) (0/0) (Pcf) (%1 (0/0)
1 Northwest Comer of pad 0-1 ft 105.3 14.0 101.5 9.1 96 N/A Pas:
2 Northeast Comer of pad 0-1 ft 105.3 14.0 101.5 11.1 96 N/A Pas:
3 Southwest Comer of pad 0-1 ft 105.3 14.0 101.0 11.4 96 N/A Pas:
4 Southeast Comer of pad 0-1 ft 105.3 14.0 101.4 10.2 96 N/A Pas:
5 Center Comer of pad _ 105.3 14.0 102.5 9.8 97 N/A Pas:
Cc? 11
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