1674 MARITIME OAK DR - DENSITY REPORT UES Project No: 0910.1400187.0000
i p Workorder No: 193068-1
ENGINEERING SCIENCES Report Date: 10/6/2017
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: Brandon Grorud
160 Cape May Avenue
Ponte Vedra, FL 32081 , Date Tested: 10/06/2017
Project: 167 Maritime Oaks Dr, Atlantic Beach Country Club
Area Tested: House Pad Lot 123 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.
MaximumField DryFill
Test Depth
Dptimum Field Soil Pass
Density Moisture Density Moisture Compaction
No. Location of Test (pcf) 1%1 (pcf) (%1 1%)Range (inch) or Fail
1 4' N x 4' E of SW corner 0- 1 ft 102.3 14.6 106.3 8.4 104 N/A Pas.
2 4' N x 4'W of SE corner 0 - 1 ft 102.3 14.6 105.5 8.0 103 N/A Pas
3 4' S x 4' E of NW corner 0 - 1 ft 102.3 14.6 105.5 8.3 103 N/A Pas'
4 4' S x 4'W of NE corner 0 - 1 ft 102.3 14.6 105.3 7.9 103 N/A Pas
SCu n pI-eaiA. ;►f\ , i- -
Tn n.-FnhGnh n.n..#...,I n•nfn.H..,M//nn ro.a.eln nlinnfn H n 0,MG-nn.l n..�nnhron .ill.nnnrfn nm�..hm . ,4 nn....nF..ln nhnl nm..n rh.of n...n/;nnlr nn.J n..{hnr;+./;nn