In: Civil Engineering
one directional volume = V = 5000 veh/hour
Its level terrain so ET = 2.5 and ER = 2.0
Percentage Trucks = PT = .10 and Percentage RV's = 0
So we can calculate Heavy vehicle factor = fHV and it is calculated using the formula
So fHV = 1/(1+(.1* 1.5) + (0*1) ) = 1/1.5 = 0.6667
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So
vp is calculated by the formula
where
vp = 15 mt passenger car equivalent flow rate in pc/hr/ln
= 5000/(.95 * 3 * .6667) = 5000/1.9 = 2632 pc/hr/lane
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measured Free Flow Speed = FFS = 70 mph
So density = 2632/70 = 37.6 pc/mi/lane = 23.363 pc/km/ln
So based on following LOS threshold table LOS = D
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b) after three years V = 5600 veh/hour
all other factors remain the same
So vp = 5600/(.95 * 3 * .6667) = 5600/1.9 = 2947.36 pc/hr/lane
So density = 2947.36/70 = 42.105 pc/mi/lane = 26.163 pc/km/ln.So LOS = E
so LOS worsens. it goes from D previously to D
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For capacity to be reached, LOS should touch E, so density should be 28 pc/km/ln i.e 45.06152 pc/mi/ln
so back calculate vp using this density
so 45.06152 = vp/70
so vp = 70 * 45.06152 = 3154.31 pc/hr/lane
We know
so vp = V/1.9
so V = vp * 1.9 = 5993.18 veh/hour
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Traffic after n years i.e n is number of years after 3 years= Traffic at 3 year mark * ( 1+ rate)n
so 5993.18 = 5600 * (1.04)n
From this we find that n = 1.729
So basically capacity will be reached 1.729 years after the 3 year mark i.e 4.729 years from now i.e 57 months from today.