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1759 Maritime Oak Dr density report UES °»8 -1 t8700°°UNIVERSAL rorde13 ENGINEERING SCIENCES Report Date: 10/26/2016 consultants In:Geotechnical Engineering•Environmental Sciences Geophysical Services•Materials Testing•Threshold Inspection 91 Building Gude Administration,Cemplienceinspecdon&Plan Review 5561 Florida Mining Blvd So.,Jacksonville,FL 32257 -P:904-296-0757 •F:904.296.0'148 In-Place Density Test Report Client: Toll Brothers, Inc UES Technician: David Thomas 160 Cape May Avenue Date Tested: 10/26/2016 Ponte Vedra, FL 32081 Project: Atlantic Beach Country Club 1759 Maritime Oaks Dr Atlantic Beach, Duval County, FL 32233 Type of Test: Area Tested: House Pad Field: ASTM D-6938 Nuclear Gauge Method 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. Maximum Optimum Field Dry Field Soil Pass Test Density Moisture Density Moisture Compaction or No. Location of Test Range (per) (%) - (pcf) (%) (%) Fail 1 4'N x 4'E From SW comer 0- 1 ft 105.3 14.0 104.8 6.0 100 Pass 2 4'N x 4'W From SE comer 0- 1 ft 105.3 14.0 101.3 10.3 96 Pass 3 WS x 4'W From NE comer 0- 1 ft 105.3 14.0 110.0 9.9 104 Pass 4 'S x 4'E From NW comer 0- 1ft 105.3 14.0 103.0 8.4 98 Pass To establish a mutual protection M Universal's clients,the Public and ourselves,all reports are submitted as conrdenfial properly of our clients and authonzation for publication ofslatements,conclusions or extracts/ran or regarding Unlversars reports is reserved pending our written approval Page 1 FORM BOARD ELEVATION CERTIFICATE Date Permit Number: 4/ Address: „s9 rn4a n . All American Surveyors Work Order # SZoa� i Required Slab Elevation on City Approved Site Plan: n � I Actual Elevation of Form Board or Grade Stake: it tl,gq Survey Company: ALL AMERICAN SURVEYORS OF FLORIDA INC. 3751 San Jose Place, Suite 15 Jacksonville FL 32257 Work Phone: 904-279-0088 Signature of Surveyor:(PartyChief) I I II 22 \ ( ( \ k ( ( k \ ET\� ƒ 2 ! k kE [ | |_ ( � \ \ 5 § / \ \ k - n � 2 - � \ ■ e { | - | 2/ K - | a /g2 : f | / 7 - % 7 } � - ! G4 | ! Ra ) 779 § 7 3 < \\/ | \h ; i(} ! IZk| ; g(