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570 COASTAL OAK LN - DENSITY TEST UNIVERSAL UES Project No: 0910.1400187.0000 ii p Workorder No: 185510-1 ENGINEERING SCIENCES Report Date: 4/2/2017 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 In-Place Density Test Report Client: UES Technician: Michael Zimmerman 160 Cape May Avenue Ponte Vedra, FL 32081 Date Tested: 04/02/2017 Project: 570 Coastal Oak Lane, Atlantic Beach Country Club Area Tested: lot 49 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 th Test Density Moisture Density Moisture Compaction Dech Pass No. Location of Test Range (pcf) ('do) (pcf) I%1 (%l (in ) or Fail 1 4' N X 4' E FROM SWC 0 - 1 ft 102.3 14.6 96.8 7.4 95 N/A Pas: 2 4' S X 4' E FROM NWC 0 - 1 ft 102.3 14.6 97.9 7.3 96 N/A Pas. 3 4' S X 4' W FROM NEC 0 - 1 ft 102.3 14.6 100.2 12.0 98 N/A Pas: 4 4' N X 4' W FROM SEC 0 - 1 ft 102.3 14.6 101.4 11.0 99 N/A Pas: SCGtV' PI-ea 5 t Pt\f> W7/17 Tn. #,hl;..h n,,..I..,,I nrnlnn4inn{n I In;..n rnnln nl;nni.. fhn 0..h G,-nnr!n..rrnl..n.. nll rnnn.4.. nm....hm;Nn,4•,n n,-,—,4nn*-,I nrnnn. ,.ni n..r nl;.,r.#n n.4 n..Ihnr;sn f:n.. FORM BOARD ELEVATION CERTIFICATE cca I Qs( � rN/7 DATE: 3 - z 7- /7 PERMIT NUMBER: /7 - s,c/e - ADDRESS: s70 Cas// ch�c Zn- A.A.S. WORK ORDER NO. /s/ 27 REQUIRED SLAB ELEVATION ON CITY APPROVED SITE PLAN: /2. o ACTUAL ELEVATION OF FORM BOARD OR GRADE STAKE: / z. 2-5 SURVEY COMPANY NAME: ALL AMERICAN SURVEYORS OF FLORIDA INC. 6820 SOUTHPOINT PARKWAY, SUITE 4 JAX, FL 32216 (904) 279-0088 SIGNATURE OF SURVEYOR: (Party Chief) C ��� c- 17O17Q2 ® � 3 £ 7 / \ 2 I / R k m = 2 = o m = 43 ® z P. ] f q ] \ § k cr / \ \ & - - . CDE 3 / a ° 3 ƒ \ _ / o 0 / \ D n 0 o m g -I) i7)' \ k ° ° $ § > 9 G , 0_ /� / \ \ Co z - 2 . PO ` / > - / \ ( \ © } _ ® -A--- 0 . &. \ , w 2 2 % m CO \ / o -n <CD ƒ ~ 0 o E Ei -0. \ ; _ _ © \ / \ (/ / > --i ° up > ~ / q q (/) 0 C = 0 Z m e > 0 CD ƒ m = = e 7 % f / ƒ / } / g (nG / & ] > / / _ _ / > I--- 2 2 o m m G > a. \ ET \ g CD m 0 IT o So/ \m* \ Z / co °'' 2 0 ET z / ƒ CO ƒ \ q 2 Z ^ m 2 0 0) $ -A / \ © \ C-3) O \ \ \ ? ® — / O 7 17 m -' CO @ 0 C • / ƒ \ , , 0 k >