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CEN 334-Traffic Engineering Spring 2019 Beaudry Due HCM Chapter 12: Two-Lane Highways A 3-mile segment of Class I two-lane hi
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Answer #1

Solution:

1 a)

Trial value of Vp = V / PHF = 1700 /0.9

= 1888.889 pc/h

heavy vehicle adjustment factor = fHV

fHV = 1 / [ 1 + Pt(Et -1 ) + Pr(Er -1)]

for rolling terrain,

Et = 1 , Er = 1

fHV = 1 / [ 1 + 0.06(1 -1 ) + 0.04(1 -1)]

= 1

fG = grade adjustment factor = 1

Vp = V / ( PHF * fG * fHV)

= 1700 / 0.9

= 1888.889 pc/h

Base percent time spent following:

BPTSF = 100 * [ 1 - e^-0.000879*Vp ]

= 100 * [ 1 - e^-0.000879*1888.889 ]

= 81%

PTSF = BPTSF + f(d/np)

we have to interpolate to find f(d/np)

Directional split = 70/30 , no-passing zones = 30%

the value will be 4.7 when Vp = 1400 ,,

= 3.15 when Vp = 2000

So, when Vp = 1888.889

f(d/np) = 3.437

PTSF = 81 + 3.44 = 84.44%

Average travel speed (ATS) = FFS - 0.0776*Vp - fnp

fnp for no passing zones

for Vp = 1888.889 pc/h , 30% no passing zones,

interpolation,

fnp for 30% no passing zones

1800 , 0.6

2000 ,0.55

for 1888.889 it will be 0.578

ATS = FFS - 0.00776*1888.889 - 0.578

FFS = BFFS - fLS - fA

= 50 - 1.7 - 2.5

= 45.8 mi/h

ATS = 45.8 - 0.00776*1888.889 - 0.578

= 30.56 mi/h

PTSF = 84.44%

So, for the above data LOS E

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