Loading...
1750 ATLANTIC BEACH DR - FORM BOARD CERT FORM BOARD ELEVATION CERTIFICATE Date /7-1J— r7 Permit Number: /7- 00,F Address: 2.¢T/.-, V7iC'_- D t2 i u All American Surveyors Work Order # 4.576 / Required Slab Elevation on City Approved Site Plan: Actual Elevation of Form Board or Grade Stake: l-'e /0 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) drV V RyUNIVERSAL UES Project No: 0910.1400187.0000 Workorder No: 193612-1 ENGINEERING SCIENCES Report Date: 10/20/2017 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 Sca ,- n rQSe_____ In-Place Density Test Report Client: UES Technician: Brandon Grorud 160 Cape May Avenue Date Tested: 10/20/2017 Ponte Vedra, FL 32_ `081 ___. Project: 1750 Atlantic Beach Dr, Atlantic Beach Country Mit Area Tested: "(Ouse Pad Lot 73 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. Location of Test Range (pcf) (%) (pcf) l%1 (%) (inch) or Fail 1 4' N x 4' E of SW corner 0 - 1 ft 102.3 14.6 99.5 8.9 97 N/A Pas 2 4' N x 4'W of SE corner 0 -1 ft 102.3 14.6 98.4 8.8 96 N/A Pas: 3 4' S x 4' E of NW corner 0 - 1 ft 102.3 14.6 101.0 7.8 99 N/A Pas. 4 4' S x 4' W of NE corner 0 - 1 ft 102.3 14.6 101.2 8.9 99 N/A Pas T..n-+-,hI;r{.. n..r.{..nl..n. .n{:n..M I In .n.nnl'-nlin n{n {l.n O..I.Iin nnd....,-....h, .. .,.11.-,..i.h..nm..,i.mi{+..d�n, .nl:dnn{:.�I mm�nA..ni n...nlinn{e.and n..Fl.nn••e{inn