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If no IV r 11 NNNIVT ; f IL Ilk VI IIIIN e I /'I ill IN If n V. 17 If 'Fee 4 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION V4 V MATERIALS AND RESEARCH FINANCIAL PROJECT ID N / A If FOUR DISTRICT _ - — IN, 14 — e DATE OF SURVEY: NAv 20t1 _ ROAD NO. . OS C' - ROAD - � i SURVEY MADE BY: a :SAV nN Assoanl Es & INc. CROSS SECTION SOIL SURVEY FOR THE DESIGN OF ROADS COUNTY: Int RIVER I IV ell Ink, Ve SUBMITTED BY: ARDANAN & . ASSOCIATES & INC. SURVEY BEGINS STA . 5-0 - 00 SURVEY ENDS STA. 103 + 20 - In SIEVE ANALYSIS RESULTS ATTERBERG SOIL ORGANIC MOISTURE LIMITS % CLASSIFICATION CORROSION TEST RESULTS VIECONTENT CONTENT PER PASSING ( °) PH �"^' N0. OF RESISTIVITY CHLORIDE SULFATES fe STRATUM N0. OF 1G NOV OF x N0. OF 10 40 60 100 200 NO. OF LIQUID PLASTICItt UNIFIED AASNTO DESCRIPTION TESTS ohms Cm ppm_- ppm p.,+IV 11 ' N0. TESTS ORGANIC TESTS MOISTURE TESTS MESH MESH MESH MESH MESH TESTS LIMIT INDEX GROUP GROUP _ - _ ` -- -- -- - - -- - --- - - - - - _ - - - $P LIGHT GRAY TO DARK BROWN FINE SANG TO 0 _- --- y%y - - - 1 3 1 100 91 52 18 3 1 NP NP SP — SM A- 3 SLIGHTLY SILTY FINE SAND . ke 2 1 2 3 9 - 19 3 84- 96 57 - 84 35- 58 20- 31 7- 9 1 20 3 SP— SC A- 2- 4 LIGHT GRAY TO DARK BROWN SLIGHTLY CLAYEY FINE SAND O ,I' . , 0 --- _— --- " 3 2 4- 5 g 6 - 31 8 99 - 100 91 - 95 52- 69 24- 41 15- 22 2 27- 33 14- 15 $C A- 2- 6 LIGHT GRAY TO VERY DARK GRAY CLAYEY FINE SANI If In I _-_ fee , - - - - - - OH A- $ VERY DARK GRAY ORGANIC VERY CLAYEY FINE SAND O -— --- - - - —- -_ 4 1 15 1 25 1 100 94 64 45 37 .In ' '000000; 1, 14 nTe _ _ - . Ilk I IV I In In n ell 51 11 1 IN ' ". , ` , ' I In xr ' re EMBANKMENT AND SUBGRADE MATERIAL T % STRATA BOUNDARIES ARE APPROXIMATE — MAKE FINAL CHECK AFTER GRADING s — WATER TABLE ENCOUNTERED i4nt",. GNE — GROUNDWATER NOT ENCOUNTERED IT 1 . STRATA BOUNDARIES ARE APPROXIMATE AND REPRESENT SOIL STRATA AT EACH 5. THE MATERIAL FROM STRATUM NUMBER 1 IS SELECT AND APPEARS SATIFACTORY FOR USE IN THE EMBANKMENT WHEN UTILIZED IN ACCORDANCE WITH INDEX 505 OF THE FOOT DESIGN STANDARDS. BORING LOCATION ONLY. ANY STRATUM CONNECTING LINES THAT ARE SHOWN ARE FOR A ESTIMATING EARTHWORK ONLY AND DO NOT INDICATE ACTUAL STRATUM LIMITS. 6 . THE MATERIAL FROM STRATUM NUMBER 2 APPEARS SATISFACTORY FOR USE IN THE EMBANKMENT WHEN UTILIZED E ACCORDANCE WITH INDEX 505 In IIN InSUBSURFACE VARIATIONS BETWEEN BORINGS SHOULD BE ANTICIPATED. FOR FURTHER OF THE FOOT DESIGN STANDARDS. HOWEVER, THIS MATERIAL IS LIKELY TO RETAIN EXCESS MOISTURE AND MAY BE DIFFICULT TO DRY AND COMPACT 11 DETAILS SEE SECTION 120- 3 OF THE FOOT STANDARD SPECIFICATIONS 2. LEGEND s DEPTH OF ENCOUNTERED GROUNDWATER TABLE 7. THE MATERIAL FROM STRATUM NUMBER 3 IS CONSIDERED TO BE PLASTIC AND SHALL BE REMOVED IN ACCORDANCE WITH INDEX 500 OF THE FDOT111 IV v LEGEND ESTIMATED NORMAL SEASONAL HIGH OR LEVEL DESIGN STANDARDS UNLESS OTHERWISE INDICATED ON THE PLANS. LEGEND "GNE" GROUNDWATER NOT ENCOUNTERED ON DATE DRILLED 8. THE MATERIAL FROM STRATUM NUMBER 4 IS CONSIDERED TO BE UNSUITABLE AND SHALL BE REMOVED IN ACCORDANCE WITH INDEX 500 OF THE FOOT 3. THE SYMBOL " REPRESENTS AN UNMEASURED PARAMETER . DESIGN STANDARDS UNLESS OTHERWISE INDICATED ON THE PLANS. TOPSOIL AND OTHER ORGANIC MATERIAL (ORGANIC CONTENT > 7%) ENCOUNTERED DURING CONSTRUCTION SHALL BE REMOVED IN ACCORDANCE WITH INDEX 500 OF THE FOOT DESIGN STANDARDS UNLESS OTHERWISE INDICATED BY THE PROJECT GEOTECHNICAL ENGINEER Ir 4. THE SYMBOL "NP" REPRESENTS NON — PLASTIC. �Fell~ If fe'% If ' It Neel R E V S 10 N S G "' A7f1t7`"30f & AagOCi:ites, Inc. STA TE OF FLORIDA FIGURE If Y N c«`«n° a. ryc°t�p�m.�taane DEPARTMENT OF TRANSPORTATION ROAZ) WA Y SOL NO. A Y N Mat as Cm to `T 7/13/11 WBC CREATED 460 Hw C°ncwlaa 1I ROAD N0. COUNTY TR�NANCIAL PROJECT ID 6h SUR VE Y 6 k� NIV vM, lii2�°eii0007°2° N8°6 OSLO INDIAN RIVER N /A ! ' EDon J �p p�c P E kECaro No. ROAD ; , a Ldl° rr