纵 坡 及 竖 曲 线 表(K13+185-k14+420调整后)
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纵 坡 及 竖 曲 线 表（K13+185-k14+420调整后)
276省道宜昌市火车东站至龙泉段改建工程（K8+900-K14+420）
变坡点 编 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 号 变坡点 桩 号 66.459 285.000 K0+285.000 K0+712.000 K3+235.000 K3+990.000 K5+715.000 K6+145.000 K7+380.000 K7+790.000 K8+180.000 K8+695.000 K9+155.000 K9+625.000 K9+940.000 K10+800.000 K11+400.000 K13+185.000 K13+876.000 K14+319.000 K14+560.000 K14+957.000 K16+257.000 K17+080.000 K18+308.205 68.296 427.000 85.006 2523.000 51.493 755.000 68.871 1725.000 74.097 430.000 63.756 1235.000 63.756 410.000 65.618 390.000 64.172 515.000 65.309 460.000 76.626 470.000 77.892 315.000 93.524 860.000 76.000 674.816 76.500 1785.000 113.486 691.000 103.914 443.000 89.440 241.000 89.440 397.000 107.214 1300.000 116.440 823.000 102.857 1228.205 106.300 0.280 1032.233 -1.650 359.148 1.931 20300.000 195.972 0.946 K16+884.028 K17+275.972 0.710 806.079 -2.360 22700.000 267.880 1.581 K15+989.120 K16+524.880 4.477 103.803 -3.767 12000.000 226.041 2.129 K14+730.959 K15+183.041 0.000 83.993 4.477 3000.000 67.156 0.752 K14+492.844 K14+627.156 -3.267 240.222 3.267 5500.000 89.851 0.734 K14+229.149 K14+408.851 -1.385 370.639 -1.882 12000.000 112.927 0.531 K13+763.073 K13+988.927 2.072 1307.843 -3.457 12000.000 207.434 1.793 K12+977.566 K13+392.434 0.074 299.504 1.998 27000.000 269.723 1.347 K11+130.277 K11+669.723 -2.038 614.404 2.112 10000.000 105.590 0.557 K10+694.410 K10+830.774 4.963 57.661 -7.000 4000.000 140.007 2.450 K9+799.993 K10+080.007 0.269 177.403 4.693 5000.000 117.332 1.377 K9+507.668 K9+742.332 2.460 151.496 -2.191 16000.000 175.265 0.960 K8+979.735 K9+330.265 0.221 299.531 2.239 11900.000 133.239 0.746 K8+561.761 K8+828.239 -0.371 131.249 0.592 27800.000 82.229 0.122 K8+097.771 K8+262.229 0.454 97.242 -0.825 42800.000 176.521 0.364 K7+613.479 K7+966.521 0.000 1038.644 0.454 60000.000 136.237 0.155 K7+243.763 K7+516.237 -2.405 165.452 2.405 5000.000 60.119 0.361 K6+084.881 K6+205.119 0.303 1413.630 -2.708 15100.000 204.429 1.384 K5+510.571 K5+919.429 2.302 375.800 -1.999 10700.000 106.941 0.534 K3+883.059 K4+096.941 -1.328 2132.801 3.630 15000.000 272.259 2.471 K2+962.741 K3+507.259 3.913 170.124 -5.242 4500.000 117.941 1.546 K0+594.059 K0+829.941 0.644 146.065 3.269 8500.000 138.935 1.135 K0+146.065 K0+423.935 变坡点高程(m) 坡长 (m) 坡度(%) 直坡长 (m) 坡 (%) 差 竖曲线半径R(m) 凹 凸 切线长T (m) 外 距E (m) 竖曲线起点 桩 号 竖曲线终点 桩 号
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276省道宜昌市火车东站至龙泉段改建工程（K8+900-K14+420）
变坡点 编 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 号 变坡点 桩 号 66.459 285.000 K0+285.000 K0+712.000 K3+235.000 K3+990.000 K5+715.000 K6+145.000 K7+380.000 K7+790.000 K8+180.000 K8+695.000 K9+155.000 K9+625.000 K9+940.000 K10+800.000 K11+400.000 K13+185.000 K13+876.000 K14+319.000 K14+560.000 K14+957.000 K16+257.000 K17+080.000 K18+308.205 68.296 427.000 85.006 2523.000 51.493 755.000 68.871 1725.000 74.097 430.000 63.756 1235.000 63.756 410.000 65.618 390.000 64.172 515.000 65.309 460.000 76.626 470.000 77.892 315.000 93.524 860.000 76.000 674.816 76.500 1785.000 113.486 691.000 103.914 443.000 89.440 241.000 89.440 397.000 107.214 1300.000 116.440 823.000 102.857 1228.205 106.300 0.280 1032.233 -1.650 359.148 1.931 20300.000 195.972 0.946 K16+884.028 K17+275.972 0.710 806.079 -2.360 22700.000 267.880 1.581 K15+989.120 K16+524.880 4.477 103.803 -3.767 12000.000 226.041 2.129 K14+730.959 K15+183.041 0.000 83.993 4.477 3000.000 67.156 0.752 K14+492.844 K14+627.156 -3.267 240.222 3.267 5500.000 89.851 0.734 K14+229.149 K14+408.851 -1.385 370.639 -1.882 12000.000 112.927 0.531 K13+763.073 K13+988.927 2.072 1307.843 -3.457 12000.000 207.434 1.793 K12+977.566 K13+392.434 0.074 299.504 1.998 27000.000 269.723 1.347 K11+130.277 K11+669.723 -2.038 614.404 2.112 10000.000 105.590 0.557 K10+694.410 K10+830.774 4.963 57.661 -7.000 4000.000 140.007 2.450 K9+799.993 K10+080.007 0.269 177.403 4.693 5000.000 117.332 1.377 K9+507.668 K9+742.332 2.460 151.496 -2.191 16000.000 175.265 0.960 K8+979.735 K9+330.265 0.221 299.531 2.239 11900.000 133.239 0.746 K8+561.761 K8+828.239 -0.371 131.249 0.592 27800.000 82.229 0.122 K8+097.771 K8+262.229 0.454 97.242 -0.825 42800.000 176.521 0.364 K7+613.479 K7+966.521 0.000 1038.644 0.454 60000.000 136.237 0.155 K7+243.763 K7+516.237 -2.405 165.452 2.405 5000.000 60.119 0.361 K6+084.881 K6+205.119 0.303 1413.630 -2.708 15100.000 204.429 1.384 K5+510.571 K5+919.429 2.302 375.800 -1.999 10700.000 106.941 0.534 K3+883.059 K4+096.941 -1.328 2132.801 3.630 15000.000 272.259 2.471 K2+962.741 K3+507.259 3.913 170.124 -5.242 4500.000 117.941 1.546 K0+594.059 K0+829.941 0.644 146.065 3.269 8500.000 138.935 1.135 K0+146.065 K0+423.935 变坡点高程(m) 坡长 (m) 坡度(%) 直坡长 (m) 坡 (%) 差 竖曲线半径R(m) 凹 凸 切线长T (m) 外 距E (m) 竖曲线起点 桩 号 竖曲线终点 桩 号
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