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601 COASTAL OAK LN - DENSITY TEST RSA L • UES Project No: 0910.1400187.0000 Workorder No: 174516-1 g p ENGINEERING SCIENCES Report Date: 8/1/2016 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: Chelsie Owens 160 Cape May Avenue Ponte Vedra, FL 32081 Date Tested: 08/01/2016 Project: Atlantic Beach Country Club Area Tested: house pad 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 Depth Pass Test Density Moisture Density Moisture Compaction (inch) or Fail No. Location of Test Range (pcf) Pk) (pcf) (%) (%) 1 4' N X 4' E of NWC 0 - 1 ft 103.3 14.3 103.3 8.3 100 N/A Pas 2 6' N X 3' W of NEC 0 - 1 ft 103.3 14.3 100.7 6.5 97 N/A Pas. 3 5' S X 4' E of SWC 0 - 1 ft 103.3 14.3 100.6 6.5 97 N/A Pas. 4 6' S X 3' W of SEC 0 - 1 ft 103.3 14.3 101.4 6.7 98 N/A Pas x \ 40' ,,,, :f*. 40 ?e \I IXV‘ S ( a IN 1 6 3c e , 12 /Z. T..,-. nhlirh ..m..{....1 nr..M-ti..n{..I/ni,.nrnnl'..,.Ii..n{.. {h..D..h G.-.nn.f n..rrnl..., nll r mn.-,A..nrn n..hm,H...f..n r..nfi.fnn{inl nr..nn.{.,of.,..•,.Iron/n nn.f nr.{h..r-.n{�n FORM BOARD ELEVATION CERTIFICATE Date 7 Permit Number: / /2/,z Address: 6s4,-/ a'QIs All American Surveyors Work Order # As-vs-4' 5- Required masa5Required Slab Elevation on City Approved Site Plan: Actual Elevation of Form Board or Grade Stake: 1 . YC 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) G (- � o13o@ HC 3 « e CCD 7 2 CD ƒ -. ° § / ? \ \ / f # ] # \ J ] m n = > 7 § $ \ \ ; .. � 0 — L-.. 0- f / -. z m - o n = G = ƒ 0 ® 1 a k \ e § 0.> @ 22 # m gin e c a � 0 \ � � / \ / § k / g � i $ Z o = f m _ 5 .. CD CD __>. S_ / 0 - \ � H z \ 0 / E _ 8 m 6 e = o o - e / r- 1 ] g > = \ \ ? / / R 7 { \ / / ƒ I- .. ] G \ 0 fEn _ ;; @ a % \ \ \ § m m rn > \ \ { Co 0\ -J 3 5oo U)\q ® a o /n ƒ w C 0 /R P. = m_ FIT / » / % m m 6 \ w c 2 © t k o ƒ 5 6 \ > \ e ■ p 5- co ¥ ■ ¥ w ¥ 0