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
CEN 334-Traffic Engineering Spring 2019 Beaudry Due HCM Chapter 12: Two-Lane Highways A 3-mile segment of...
A segment of Class I two-lane highway has the following known characteristics: • Demand Volume = 1800 pc/h, total both directions • Directional split 60/40; PHF = 0.90 • 50 % no-passing zone; Rolling Terrain • 15% trucks; 5% RVs; 10 ft lane widths • 5 ft shoulders; 25 access points /mile • BFFS = 55 mph; Determine the FFS and BPTSF for the highway segment
2. A class 1, 30mile long rural two-lane highway segment is in rolling terrain. Peak demand is 900 vph (total for both directions), with a 70:30 directional split, and consists of 20% trucks (no rv's or busses). The PHF is 0.80. There are 80% no passing zones, and the base free-flow speed is 55 mi/h. Lane and shoulder widths width are 11 and 2 ft, respectively. There are 6 access points per mile. a) Estimate the average travel speed in...