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A. M. ENGINEERING AND TESTING, INC. <br /> 590 N.W. MERCANTILE PLACE, PORT ST, LUCIE, FLORIDA 34986 <br /> PHONE: 772 924-3575 - FAX: (772) 924-3580 <br /> STANDARD PENETRATION TEST BORING (ASTM D- 1586) <br /> Ci Indian River County Department of Public Works Project No . : PSL193511 <br /> 4375 43rd Avenue, Unit 102 Lab No.: 1 <br /> Vero Beach, Florida 32967 Page: 2 of 2 <br /> Project: Wabasso Beach Park Restorations Date Drilled: 2 Sep-07 <br /> Indian River County, Florida Field Party: S .C./7.CJA.R <br /> Elevation: +15 feet NGVD <br /> Water Level: Not able to be determined Drill Rig: CME-45 <br /> TEST LOCATION : SPT - I N27 . 76322 ° W80 .397020 Laboratory Tests <br /> Depth Blows/ N Sample Layer: Passing Moisture Organic <br /> (feet) 6 inches Value No. From/to Description <br /> No. 200 Content Content <br /> 20 <br /> 23 %2 Light yellowish brown fine sand and shell fragments <br /> 21 - - - - - - - - - - - <br /> 22 - - - - - - - • - - - - <br /> -M, <br /> 23 wammftftw - - - - - - <br /> _ 24 m - - - - <br /> 4 8 23 '/_ - 28 %2 Light gray fine sand, trace shell fragments <br /> 25 _ 36 _Mm _ 82 - <br /> 27 - - - - - - - - - - - <br /> 28 - -- - - - - - - -- <br /> 29 _ __ 33_ 9 28 % - 33 '/2 Very light brown fine sand, some shell fragments <br /> 30 _ _40 . 73.- <br /> 31 - - - - - - - - - .. <br /> 32 - - - - - - - - - - - <br /> 33 - - -- - -- . . ._ <br /> 34 . . . ?:0 -_ _ . _ _ _ _ _- 33 %2 - 38 %Z Very light gray very fine sand, trace shell fragments <br /> 21 10 <br /> 35 . . _ 22 . - - -- 43-- - <br /> 36 - - - - - - - . . . . <br /> 37 - - - - • - - - - - - <br /> 39 5 38 % - 40 Gray fine sand, some shell fragments, little silt <br /> 10 . . . . . . . 11 <br /> 19 29 End of baring at 40 feet <br /> F: lRN! DataVrtdion River County Departnrew ofPublic Warts - Wabasso Beach Park Restorations- PSLI9350oringsll - SPT (I-5) <br />