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TABLE 3 <br />~• ESTIM{4TED QUANTITIES OF RIPRAP AND <br />BEDDING MATERIAL AT SELECTED LOCATIONS <br />Lncatian I) <br />Railroad <br />WF-I <br />WF-2 <br />WF-3 <br />WF-4 <br />WF-5 <br />WF-6 <br />TOTALS <br />Estimated <br />Length of <br />Riprap <br />(Ft) <br />300 <br />Z00 <br />500 <br />325 2) <br />0 3) <br />330 4) <br />425 <br />2080 <br />QUANTITIES <br />Riprap <br />5) Bedding Material <br />5) <br />{EaTume Weight Volume Weight <br />Yds3J Tons Yds3) Tons <br /> <br />280 590 72 102 <br />T 90 400 50 - 1'10 <br />460 980 120 250 <br />300 640 80 T70 <br />5 TO "6Q 130 <br />760 T6T0 TOZ T45 <br />. 400 83~ I00 210 <br />2395 5060 584 1T 17 <br />1) As shown on Fiq~res T through 5 <br />2) i50 feet of new riprap plus If2 of 350 feet for rehabilitation of <br />existing riprap. <br />3) Add end revetment only. <br />4) Upstream and downstream from bridge centerline an both sides of river. <br />5) Assumed saturated surface dry, weight bf stones = I56 Ttr/ft3. <br />,, <br />Note: Riprap may be .placed by hand, trackhae or end dumped and dozed into place. <br />6atrions may tre used ah location WF-5. <br />'.: '- . . <br />~~ <br />-, ~ a _ <br />.. ~ • 'x, <br />,~ <br />f ~ y ;;. $ <br />.:3, ll . C'i ~ ,~; ~ .a, ,~S t ~ t 4 . "~tr'~ t ~T kY~.Y'~ +.{S' ~ < ~ t~ r - . <br />. _ Oate:~~ Decemtrer 17; 1984 <br />