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598 TIMBER BRIDGE LN - DENSITY REPORT FORM BOARD ELEVATION CERTIFICATE Date 1/21/ Permit Number: / err- 7 ) Address: nroeff40Bu, - iodkie,vArlre .ivak Lt# `z All American Surveyors Work Order # /49.57 Required Slab Elevation on City Approved Site Plan: // /D Actual Elevation of Form Board or Grade Stake: //- Z7 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) RS A L UES Project No: 0910.1400187.0000 Workorder No: 171227-1 lip ENGINEERING SCIENCES Report Date: 5/9/2016 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: Anthony Luce 160 Cape May Avenue Ponte Vedra, FL 32081 Date Tested: 05/09/2016 Project: Atlantic Beach Country Club Area Tested: Atlantic Beach Country Club Lot 170 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 TestDepth Pass Density Moisture Density Moisture Compaction No. Range (pcf) ( ' (pcf) 1/ol 1,i (inch) or Fail Location of Test cf o cf o 0 1 Northwest corner of house pad 0 - 1 ft 105.3 14.0 99.7 10.4 95 N/A Pas: 2 Southwest corner of house pad. 0 - 1 ft 105.3 14.0 99.8 12.7 95 N/A Pas: 3 northeast corner of house pad. 0- 1 ft 105.3 14.0 99.9 10.4 95 N/A Pas: 4 southeast corner of house pad. 0- 1 ft 105.3 14.0 102.8 12.2 98 N/A Pas: 5 center of house pad. - - <t 105.3 14.0 99.8 12.2 95 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 f • N N w a o S a 3 ?x c, 3 ce 0 m D CD CD 0' v c r* a . o r., o n � z = ° o r cD = N = co = O 3 N C2 _H v c v X Do ' n a n n O a O — CJl r0•' d .�•' (D 7C 01 J O - 0 M Cr .. O = 3 .. CD AK a- nn)i v 0 Opp cCD N f0'1 '( 0'3 m CO =