Civil Engineering - Highway Engineering - Discussion
Discussion Forum : Highway Engineering - Section 1 (Q.No. 21)
21.
If C is basic capacity per lane, V is velocity in km/hour, S is stopping distance pluslength of the vehicles in metres, the formula 
is applicable to
is applicable toDiscussion:
9 comments Page 1 of 1.
Kajal Tomar said:
6 years ago
Although, 2 lane but direction is 1 way so its correct.
T S said:
6 years ago
At least 2 lanes for the exclusive use to traffic moving in one direction.
So, Answer C is correct.
So, Answer C is correct.
Garry said:
8 years ago
Formula is valid for the 1 directional flow per lane not for the 2 lanes because the dimensions are vehichles per hour per meter.
KVD said:
8 years ago
Above given formula for ideal capacity i.e., for two roads of same physical features will have same basic capacities. So given ans i.e., option C is correct.
PINKU said:
9 years ago
The answer must be D because basic capacity means reaction distance is zero, means it must be two-way what ever the number of lanes.
Prashant pal said:
9 years ago
c = 1000v/s veh./hour/lane
Naveen said:
10 years ago
The capacity of single lane roads only.
Amar said:
1 decade ago
Option D will b correct it is related to single lane (vehicle/hr/lane).
Mageswari said:
1 decade ago
Option D will be correct since the above formula related to single lane roadway.
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