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1637 ATLANTIC BEACH DR - DENSITY REPORT FORM BOARD ELEVATION CERTIFICATE Date 4/,//i4, Permit Number: /Co eoP Address: /4. / .#Trotu77c 8r,' ' PR./ i. .4 f/ All American Surveyors Work Order # ilar=egoo=Ezzi /468 Required Slab Elevation on City Approved Site Plan: Actual Elevation of Form Board or Grade Stake: fo. 4/ 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) UNIVERSAL UES Project No: 0910.1400187.0000 il pi Workorder No: 169950-1 ENGINEERING SCIENCES Report Date: 4/11/2016 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: Kori Osteen 160 Cape May Avenue Ponte Vedra, FL 32081 Date Tested: 04/11/2016 Project: Atlantic Beach Country Club Area Tested: 7 Type of Test! Material: hill 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 Depth Test Density Moisture Density Moisture Compaction p Pass No. Location of Test Range (pcf) t%1 (pcf) %) %) (inch) or Fail 1 NE corner of pad 0 - 1 ft 103.3 14.3 98.6 9.7 95 N/A Pas: 2 NW corner of pad 0 - 1 ft 103.3 14.3 101.4 7.4 98 N/A Pas: 3 SE corner of pad 0 - 1 ft 103.3 14.3 99.1 7.3 96 N/A Pas: 4 SW corner of pad 0 - 1 ft 103.3 14.3 100.4 8.9 97 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