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1746 Maritime Oak Density Test UNIVERSAL UES Project 211523-1 00187.0000 ENGINEERING SCIENCES Report Date: 11/28/2018 ConsuBants In:Geotechnical Engineering•Environmental Sciences Geophysical 5ervices•Construction MaterialsTesting•Threshold EDInspection Building � oF1 Building Inspection•Plan Review•Building Code Administration 5561 Flodtla ng Blvd So.,Jacksonville, 02257 • P.9042980757 -F:9044960748 In-Place Density Test Report Client: Toll Brothers, Inc UES Technician: Dustin Stoll 160 Cape May Avenue Date Tested: 11/28/2018 Ponte Vedra, FL 32081 Project: Atlantic Beach Country Club Atlantic Beach Country Club, Atlantic Beach, Duval County, FL Area Tested: LOT 111 RESIDENTAL BLDG PAD/RETEST; Two of Test: Material: Fill Field: ASTM D-6938 Nuclear Gauge Metho Reference Datum 0 =Top of Fill Laboratory: ASTM D1557 Modified Proctor 17y12 A491TIME ©.4k PR. The tests below meet the minimum 95%relative soil compaction requirement of Laboratory Proctor maximum dry density. aximumField D Fill ptimum Dry Field Soil Depth ores Teat Density oiature Density Moisture Compaction No. Location of Test Range per) 1%1 (Pcr) 1%1 1%1 (inch) or Fail 1 NE CORNER OF PAD 0.1 ft 103.3 14.3 99.3 8.7 96 N/A Pas: 2 SE CORNER OF PAD 0.1 it 103.3 14.3 100.3 9.6 97 N/A Pas: Remarks: RETESTS FROM 11-02-18 UNIVERSAL ' ,r UES Project 400187.0000 Workorder No:: 21069 210697-1 ENGINEERING SCIENCES Report Date: 11/212018 Coniwtanb I Coster 1, .aI EnIneee,InI-EnvGonmentaI Silences Geophyse,aIServicev-Constr net Ion Materials Test'no-Threshold Ins cost Ion EDF 26F2• Building mspecnon•Plan Review•Building COJe Adminlsnauon J 5591 Floritla ng Blvd So.,Jacksonville, 32257 - P:904.296-0757 • F:904-296-0749 In-Place Density Test Report Client: Toll Brothers, Inc UES Technician: Dustin Stoll 160 Cape May Avenue Date Tested: 11/02/2018 Ponte Vedra, FL 32081 Project: Atlantic Beach Country Club Atlantic Beach Country Club,Atlantic Beach, Duval County, FL 32233 Area Tested: LOT 111 RESIDENTIAL BLDG PAD Type of Test Materiat Fill Field: ASTM D-6938 Nuclear Gauge Metho Reference Daturm 0=Top of Fill Laboratory: ASTM D1557 Modified Proctor 1946 WrlTlrhg 04K Dr-. The tests below do not meet the minimum 95%relative soil compaction requirement of Laboratory Proctor maximum dry density. Note: Retest pending client's authorization Fill aximumptlmum Field Dry Field Soil Depth Pass Test Density moisture Density Moisture Compaction (inch) or Fail No. Location of Test Range (PI I%1 (Pcf) i%i 1%1 1 NE CORNER OF PAD 0-1 ft 103.3 14.3 92.2 5.8 89 N/A Fail 2 NW CORNER OF PAD 0-1 It 103.3 14.3 99.4 4.3 96 N/A Pas: 3 SE CORNER OF PAD 0-1 ft 103.3 14.3 92.8 5.1 90 N/A Fail 4 SW CORNER OF PAD 0.1 It 103.3 14.3 98.5 5.8 95 N/A Pas: FORM BOARD ELEVATION CERTIFICATE Date is -i8 -i8 Permit Number: z-? z; Address: / 7116 Mme;/.fie 0,,A O/Z. All American Surveyors Work Order #_16 78JS- Required 16783s- Required Slab Elevation on City Approved Site Plan: /480 Actual Elevation of Form Board or Grade Stake: // 96 Survey Company: ALL AMERICAN SURVEYORS OF FLORIDA INC. 3751 San Jose Place, Suite 15 Jacksonville FL 32257 Work Phone: 904-279-0088 Signature of Sur or:(PartyChief)