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307 4th St Compaction TestLE-'GACY ENGINEERING, INC R Materials EnvineerinA and Testing 6424 Beach Boulevard Jacksonville, FL 32216 904-721-1100 Office Report Of: Moisture Density Relationship of Soils (Proctor) and Fines uontenc g) row; of 002 u R No: 20-2716 Client: Florida General Contractors, Inc 830-13 Al North Suite 169 Ponte Vedra Beach, FL 32082 Project: 307 4tn Report Date: 07/29/2020 Location: House Pad Sample Date: 07/23/2020 Sampled By: LeBlanc, Skylor By Order Of: Jody Maximum Laboratory Dry Density, pcf: 103.1 Optimum Moisture Content, a/e 16.7 t"Do %Saturat, n SG - 2.65 Estimated 979 14 mcmure Content 1%) Date Compacted: 07/24/2020 Tested By: Jordan Reece Soil Description: Dark Gray Fine SAND with Traces of RCAB Test Method: ASTM D1140, ASTM D-1557 Ora: Florida General contractors- Inc (i-ec copy) 1-ec Florida General Contractors, Inc Attn: Jody Ammons 1< laboratory Fines Content, W 2.8 Group Symbol: SP AASHTO: A-3 Respectfully Submitted, Legacy Engineering, Inc. Jared Pitts, Lab Manager THIS REPORT APIES ONLY TO THE STANDARDS OR PROCEDURES INDICATED AND TO THE Si TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE THE QUALITIES OP APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES NOR DO THEY IOF REPRESENT AN ONGONG UALITY ASSURANCE PROGRAM UNLESS O NOTED. THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT VAI TEN PERMISSION M A P S H O W I N G S U R V E Y O F THE WEST 40 FEET OF LOT 4, AND THE EAST 30 FEET, LOT 6, BLOCK 6, PLAT No. 1 SUBDIVISION 'A" ATLANTIC BEACH, ACCORDING TO THE PUT THEREOF RECORDED IN PLAT BOOK 5, PAGE 69, OF CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: FGC. INC. 1 I I LOT 5 1 N 83'2528' n,l I 1 LOT 3 ,.N 0. Vg4'n al LOT t N 0 ELEVATIONS SHOWN ARE 1 BASED ON NAVD (1988) BYNGLESTABLISHED BY USING eiSOi GPS UNI 1 m I FGFND; CONCRETE MONUMENT 0 IRON PIPE OR ROD 0/E O+ERNEAO ELECTRIC C/R CENTER OF RIM • CROSS -Cllr IN CONCRETE EA EDGE OF ASPIMLT As best determined from an Inspection of Flood Insurance Rots Map: 120075 0409 J doted 11/2/18. the lands/house surveyed I'.♦ in Zone 'X"- -'P S B;t938' W 70.29 4th STREET (40.0 FOOT R1GHTOF WAY) E.B. TI& f5 144. AMENDED: FORIJBMAD LO=11104_7/22`4/1 1.) This is a: Boundary, TOINpraPhloal and Tres Survey. 2.) No obetraat oI Titlefumishad. 3. Not abd .old' far esesments. 4. Basis of Bearings: Assumed S. SS -19'-38' W. along the North R/W Ims of 4th Street. Nnl LOUIS J. ELEA P.L9. N0. s0ee PMsesisne, uneven and Meepa. s1w a flaMa Not r.rd .d S,ewpfe D Tal Seal M endassed heleon. SCALE—f-20' DATE' 3/20/20 FIELD BOOK L002 PAGE— DRAFTSMAN RL/JB ORDER RI -