International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B5. Istanbul 2004 
  
minimum radius of horizontal curve, the minimum length of 
horizontal curve, the stop sight distance, the transition curve 
and the maximum eccentric grade. 
  
  
   
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
Table 1. Geometric structure standards 
2.2 Alternative rote selection 
Presently, the road network system is insufficient that 
construction of circulation road network that connects the urban 
and the suburban east to west direction in main road. The road 
maintenance in the general plan selected outside circulation 
road is satisfied with the function of the main network and in 
point of view the road selection is planned the efficiency of 
route that is maximized. In addition, it is connected to the urban 
and the significant suburban that can be disperse d the function 
of the city. 
It must be able to activate traffic operation to become the 
central traffic of the downtown. 
There are accommodated to the land utilization condition and 
the development plan that distributed the traffic volume of the 
main route of perspective traffic that is efficiently connected to 
the main route. It considered the harmony of the development 
plan and the smooth traffic on the intersection that can be 
possible to establish the route selection plan. (Figure 1) 
  
  
      
  
  
  
  
     
ROUTE OF SELECTION A 
Structure and Facility standards of the | e tM 
road regulations 99.8 | : 1 
Main > Approach? +0 Fax SE 40 | ÉLIESNAIME ROUTE À 
80 50 40 [ned | 
Minimum radius of sy 80 Lo | DETAIL ROUTE | 
horizontal curve(m) = 
Minimum = Under 509 = Boom 250/0 usum E ee a 
length ofp P er Rs m err [7] sconoia EUN Lost | Tp Bemomenr 
horizontal Over 5" go 60 50 Lun 
curve(m) Pen [| NO + 
Maximum Fat 4 7 7 em ee 
incline(%) Hil 7 10 11 = Saal nr 
Minimum Convex len 10 5 H vb 
curve 
change rate of ra AE A ET TE 
Incline(m/%) (ve PO 12 7 EE SE STIR 
Minimum length of Lu s Figure 1. Alternative Route Selection Plan 
incline(m) 
Stop sight distance(m) 140 65 45 3. DIMENSION SIMULATION BY THE EXISTING 
Minimum length of o 50 35 ROUTE 
transition curve(m) 
Transition curve 3.1 Main works 
ellipsis curve radius/1,300 220 140 
m) Figure 2 is the basis route map(1:1,000) which treats in three 
[Transition CUrVER /3<A<R IRA<A<R R/3<A<R cases according to the route location design standards. 
parameter T a Comparison plan 1 is through the tunnel in the existing road to 
Maximum eccentric, 8 3 connect I.C.. Plan 2 is passed by the tunnel in the existing road 
incline (96) to connect the midway, and plan 3 is through the existing road 
and the river to pass the midway. 
In this study, the beginning part of the approach and the ending 
part of the road are connected to outside circulation road of the 
function that takes charge of the downtown of the main road 
that considered the beginning and ending part of the relevant 
road of identity in the future. 
It applied carriage way 3.5m, right side shoulder 2.0m and 
dividing strip 2.0m. In this study route of the beginning and 
ending part applied to consider the driving safety because it is 
consisted about 1km pole bridge which was used to emergency 
parking strip. 
      
. LE ue 
Figure 2. Final Route 
   
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