公路路面改造工程-路基超高加寬表

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路基超高加寬表,,,,,,,,,,,

公路路面改造工程,,,,,,,,,第6頁共48頁,,SⅢ-6

樁號,路基左側(cè),,,,,路基右側(cè),,,,,備注

,路基寬(m),路面寬(m),加寬值(m),超高橫坡(%),土路肩橫坡(%),路基寬(m),路面寬(m),加寬值(m),超高橫坡(%),土路肩橫坡(%),

K1+433.611,5.300,4.800,1.300,-3.000,-3.000,4.000,3.500,0.000,3.000,-2.000,

K1+440,5.300,4.800,1.300,-3.000,-3.000,4.000,3.500,0.000,3.000,-2.000,

K1+449.283,5.300,4.800,1.300,-3.000,-3.000,4.000,3.500,0.000,3.000,-2.000,

K1+460,5.300,4.800,1.300,-3.000,-3.000,4.000,3.500,0.000,3.000,-2.000,

K1+464.954,5.300,4.800,1.300,-3.000,-3.000,4.000,3.500,0.000,3.000,-2.000,

K1+480,4.322,3.822,0.322,-2.000,-2.000,4.000,3.500,0.000,-0.762,-2.000,

K1+494.126,4.000,3.500,0.000,-2.000,-2.000,4.000,3.500,0.000,-2.000,-2.000,

K1+500,4.000,3.500,0.000,-2.000,-2.000,4.000,3.500,0.000,-2.000,-2.000,

K1+520,4.335,3.835,0.335,-2.000,-2.000,4.000,3.500,0.000,-2.000,-2.000,

K1+523.297,4.500,4.000,0.500,-2.000,-2.000,4.000,3.500,0.000,-2.000,-2.000,

K1+540,4.500,4.000,0.500,-2.000,-2.000,4.000,3.500,0.000,-2.000,-2.000,

K1+542.388,4.500,4.000,0.500,-2.000,-2.000,4.000,3.500,0.000,-2.000,-2.000,

K1+560,4.500,4.000,0.500,-2.000,-2.000,4.000,3.500,0.000,-2.000,-2.000,

K1+561.479,4.500,4.000,0.500,-2.000,-2.000,4.000,3.500,0.000,-2.000,-2.000,

K1+580,4.000,3.500,0.000,-2.000,-2.000,4.000,3.500,0.000,-2.000,-2.000,

K1+599.708,4.500,4.000,0.500,-2.000,-2.000,4.000,3.500,0.000,-2.000,-2.000,

K1+600,4.500,4.000,0.500,-2.000,-2.000,4.000,3.500,0.000,-2.000,-2.000,

K1+620,4.500,4.000,0.500,-2.000,-2.000,4.000,3.500,0.000,-2.000,-2.000,

K1+621.149,4.500,4.000,0.500,-2.000,-2.000,4.000,3.500,0.000,-2.000,-2.000,

K1+640,4.500,4.000,0.500,-2.000,-2.000,4.000,3.500,0.000,-2.000,-2.000,

K1+642.591,4.494,3.994,0.494,-1.923,-2.000,4.023,3.523,0.023,-2.000,-2.000,

K1+660,4.203,3.703,0.203,1.559,-2.000,5.068,4.568,1.068,-2.000,-2.000,

K1+671.821,4.006

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