In: Civil Engineering
Answer:
Given that a freeway is to be designed to provide LOS C
Tabulate the PCU (Passenger Car Equivalent) for the vehicles given as follows:
| Vehicle | PCU | 
| Truck | 2.5 | 
| Recreational Vehicle | 2.0 | 
Calculate the heavy vehicle adjustment factor by using the relation as follows:


  
Calculate the no. of lanes in each direction by using the relation as follows:

Consider the driver population factor, 


Calculate the free flow speed by using the relation as follows:
.............(1)
Consider the following tables for adjustment factors:
Table 1
| 
 Right Shoulder Lateral Clearance (ft)  | 
Reduction in Free-Flow Speed,
 (mph) | 
||
| Lanes in One Direction | |||
| 2 | 3 | 4 | |
| >=6 | 0.0 | 0.0 | 0.0 | 
| 5 | 0.6 | 0.4 | 0.2 | 
| 4 | 1.2 | 0.8 | 0.4 | 
| 3 | 1.8 | 1.2 | 0.6 | 
| 2 | 2.4 | 1.6 | 0.8 | 
| 1 | 3.0 | 2.0 | 1.0 | 
| 0 | 3.6 | 2.4 | 1.2 | 
Table 2
| Number of Lanes (One Direction)  | 
Reduction in Free-Flow Speed,  (mph) | 
| >=5 | 0.0 | 
| 4 | 1.5 | 
| 3 | 3.0 | 
| 2 | 4.5 | 
Table 3
| Lane Width (t) | Reduction in Free-flow Speed,  (mph) | 
| >=12 | 0.0 | 
| 11 | 2.0 | 
| 10 | 6.35 | 
Table 4
| Interchanges per Mile | Reduction in Free-Flow Speed,  (mph) | 
| <=0.50 | 0.0 | 
| 0.75 | 1.3 | 
| 1.00 | 2.5 | 
| 1.25 | 3.7 | 
| 1.50 | 5.0 | 
| 1.75 | 6.3 | 
| 2.00 | 7.5 | 
Substitute the following values in equation (1)
70mph for BFFS
0 for 
,
0 for 
,
1.5 mph for 
, and
0 for 
FFS = 70-0-0-1.5-0
= 68.5 mph
Calculate the speed by using the relation as follows:

  

  
Calculate the density by using the relation as follows:



According to the LOS-C, the maximum density must be 26 pc/mi/ln.
Therefore, the four-lane in each direction are enough to provide
LOS-C.