路面设计高程计算表
R
T
交点桩号
交点标高
450099.002LK0+193.760 220.682450099.002LK0+193.760 220.682450099.002LK0+193.760 220.6824500
99.002
LK0+193.760
220.682
永吉高速第8合同段省道被交道路面设计高程表
450099.002LK0+193.760 220.682
450099.002LK0+193.760 220.682
450099.002LK0+193.760 220.682
450099.002LK0+193.760 220.682
450099.002LK0+193.760 220.682
450099.002LK0+193.760 220.682
450099.002LK0+193.760 220.682
450099.002LK0+193.760 220.682
450099.002LK0+193.760 220.682
450099.002LK0+193.760 220.682
450099.002LK0+193.760 220.682
450099.002LK0+193.760 220.682
450099.002LK0+193.760 220.682
450099.002LK0+193.760 220.682
450099.002LK0+193.760 220.682
450099.002LK0+193.760 220.682
450099.002LK0+193.760 220.682
4000040LK0+400.000 224.394 4000040LK0+400.000 224.394 4000040LK0+400.000 224.394 4000040LK0+400.000 224.394 4000040LK0+400.000 224.394 4000040LK0+400.000 224.394 4000040LK0+400.000 224.394
4000040LK0+400.000 224.394
小里程纵坡大里程纵坡
-0.026
-0.026
-0.026
-0.026
-0.026
-0.026
-0.026
-0.026
-0.026
-0.026
-0.026 -0.0260.018
-0.0260.018
-0.0260.018
-0.0260.018
-0.0260.018 -0.0260.018 -0.0260.018 -0.0260.018 -0.0260.018 -0.0260.018 -0.0260.018 -0.0260.018 -0.0260.018 -0.0260.018 -0.0260.018 -0.0260.018 -0.0260.018 -0.0260.018 -0.0260.018 -0.0260.018 -0.0260.018 -0.0260.018
0.018
0.018
0.018
0.018
0.018
0.018
0.018 0.0180.016 0.0180.016 0.0180.016 0.0180.016 0.0180.016 0.0180.016 0.0180.016 0.0180.016
0.016
0.016