K43+000~K46+030
序号桩号设计高程左宽右宽填方挖方左边坡坡比1K43+000.000386.87 3.25 3.250.630 2K43+020.000387.67 3.25 3.2520.340 1.5
3K43+036.200388.32 3.25 3.2514.860 1.5
4K43+040.000388.47 3.25 3.2515.180 1.5
5K43+060.000389.27 3.25 3.25 6.8618.630.75
6K43+080.000390.07 3.25 3.25 3.3519.030.75
7K43+082.120390.15 3.25 3.25 4.14130.75
8K43+100.000390.87 3.25 3.25019.40.75
9K43+120.000391.67 3.25 3.25058.380.75 10K43+138.210392.4 3.25 3.25029.260.75 11K43+140.000392.47 3.25 3.25024.780.75 12K43+160.000393.27 3.25 3.25 3.087.220.75 13K43+180.000394.07 3.25 3.2520.790
14K43+200.000394.87 3.25 3.25014.920.75 15K43+220.000395.67 3.25 3.25 3.66 3.260.75 16K43+240.000396.47 3.25 3.25 6.110.49
17K43+260.000397.27 3.25 3.250 5.6
梁柏楠18K43+280.000398.04 3.25 3.250.410.36
19K43+300.000398.64 3.25 3.25 3.740
20K43+320.000399.04 3.25 3.258.180
21K43+340.000399.27 3.25 3.259.160
22K43+360.000399.47 3.25 3.2513.880 1.5
23K43+365.660399.52 3.25 3.2510.260
24K43+380.000399.65 3.25 3.25 3.380.48
25K43+400.000399.46 3.25 3.250.217.120.75 26K43+420.000398.77 3.25 3.25010.120.75 27K43+440.000397.71 3.25 3.25010.870.75 28K43+460.000396.63 3.25 3.250.55 2.66
29K43+476.250395.75 3.25 3.250.1 3.86
30K43+480.000395.55 3.25 3.250 4.55
31K43+500.000394.47 3.37 3.25 6.060
32K43+515.880393.61 3.85 3.2516.480足菌肿
33K43+520.000393.39 3.85 3.2513.980.44
海尔w3634K43+540.000392.52 3.85 3.258.51 5.490.75 35K43+560.000392.05 3.85 3.25 5.81 3.570.75 36K43+566.780391.98 3.85 3.25 5.89 3.720.75 37K43+580.000391.98 3.85 3.257.920.93
38K43+600.000392.31 3.85 3.25 6.720.91
39K43+617.690392.79 3.85 3.2515.76 1.22
40K43+620.000392.85 3.78 3.2516.47 1.88
41K43+640.000393.39 3.25 3.25 1.52 5.420.75 42K43+660.000393.93 3.25 3.48021.750.75 43K43+672.320394.26 3.25 3.85021.140.75 44K43+680.000394.47 3.25 3.85028.910.75 45K43+
700.000395.01 3.25 3.85 4.62 1.62
46K43+717.290395.47 3.25 3.8593.060 1.5
48K43+740.000396.09 3.25 3.8508.550.75 49K43+760.000396.63 3.25 3.8518.23 1.50.75 50K43+762.260396.69 3.25 3.8518.29 1.08
51K43+780.000397.17 3.7 3.5818.47 3.960.75 52K43+800.000397.73 4.2 3.2827.517.610.75 53K43+820.000398.32 4.25 3.25 6.02 5.940.75 54K43+836.670398.98 4.25 3.25 4.04 1.890.75 55K43+840.000399.14 4.25 3.25 1.56 4.850.75 56K43+860.000400.2 4.25 3.25 2.378.250.75 57K43+871.220400.81 4.25 3.2511.46 1.990.75 58K43+880.000401.27 3.81 3.25 5.02 2.890.75 59K43+900.000402.37 3.25 3.250.4613.120.75 60K43+920.000403.47 3.25 3.25014.440.75 61K43+940.000404.57 3.25 3.25013.830.75 62K43+960.000405.67 3.25 3.250.02 5.020.75 63K43+980.000406.77 3.25 3.2510.330
64K44+000.000407.87 3.25 3.2512.20
65K44+020.000408.97 3.25 3.2511.460
66K44+040.000410.07 3.25 3.25 4.17 1.07
67K44+060.000411.17 3.25 3.250.6111.360.75 68K44+080.000412.24 3.25 3.25022.660.75 69K44+100.000413.17 3.25 3.25017.750.75 70K44+120.000413.94 3.25 3.25022.240.75 71K44+140.000414.55 3.25 3.2507.680.75 72K44+160.000415 3.25 3.25011.630.75 73K44+180.000415.31 3.25 3.25 1.44 6.520.75 74K44+200.000415.59 3.25 3.25 6.51 3.660.75 75K44+220.000415.87 3.25 3.25 4.43 1.18
76K44+240.000416.15 3.25 3.25 1.72 1.1
77K44+260.000416.43 3.25 3.25 2.41 4.150.75 78K44+270.780416.58 3.25 3.25010.750.75 79K44+280.000416.71 3.25 3.2509.60.75 80K44+300.000416.99 3.25 3.250.41 5.160.75 81K44+320.000417.27 3.25 3.25 1.1 3.680.75 82K44+340.000417.55 3.25 3.250.4611.740.75 83K44+360.000417.83 3.25 3.25 1.4412.180.5 84K44+371.410417.99 3.25 3.25 4.843.20.5 85K44+380.000418.11 3.25 3.2516.030
86K44+400.000418.39 3.25 3.2510.2258.40.5 87K44+420.000
88
89
90
超导体
91
92
93
94
95
96
101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146
151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196
201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223
右边坡坡比马道挡墙
1.5
有
有
1.5
1.5
1.5
0.75
0.75
1.5
1.5
1.5
迅驰技术1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
华中师范大学信息门户1.5
1.5
