Find DDHV.
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- a/ There was a need to know the volumes traffic for a rural project where 24 hrs. flows were counted on Thursday, Friday and Saturday in December as follow, Thursday = 8000, Friday = 8000 and Saturday = 10000. Q2 /b/ Design data is required for improvement of two – lane of two – way highway with central reserve. The current traffic in 2016 expressed by AADT is 3000 vehicles. The improved road with a design life of 20 years will opened to traffic in 2021, the estimated annual growth rate of traffic is 8%, K-factor is 12% of AADT and D (Directional distribution) is 55% of total traffic. Find DDHVQ2 / Find the number of lane for the design roadway given the following traffic data: ADT = 7651 vehicles/hour in both direction, - 2% grade , K = 12% , D= 55% , Truck 30%, Busses = 10% , Normal growth for design period = 30% , Generated growth = 20%, Development traffic = 250% , Track = 2 PCU , Busses = 3 PCU and Ideal Сараcity = 1300 PCU / hour / lane./ a. A eight lane ( Both direction) highway which opened to traffic at 2019. Truck and busses percent 10,and 20 respectively , ideal capacity 1100 pcu/day/lane . Determine the average daily traffic at 2009(vpd) when the data was collected (K – factor 10% , D = 70% and n =20 years)
- 4.7.4 Design a pavemeht for a two laħe rural road to carry 250 vehicles per direction per day with percentage of commergial vehicle of 55%, traffic growth rate of 5% and subgrade CBR of 10% using Road Note 31 method.H.W. For a two-way highway with information shown below determine future ADT and DHV. a design 20 years & construction on period of years, current ADT is 5500 vpd, annual growth rate of traffic is 4.5% per year.AADT of 1650 veh/hr. 12 crashes over 2 year period four of which were injury crashes. if the RMVM = 2.236, then what is the length in miles of this highway?
- For a two-way highway with information shown below determine future ADT and DHV. a design 20 years & construction on period of 5 years, current ADT is 5500 vpd, annual growth rate of traffic is 4.5% per year.Three routes connect an origin-destination pair with performance functions:t₁ = 20 +0.5x1t2 = 4+ 2x2t3=3+0.2x3with t in minutes and x in thousand vehicles per hour.(a) Determine the User Equilibrium flow on each route if q = 4000veh/h. (b) What is the minimum q (origin-destination demand) to ensure that all the three routes are used under user equilibrium? (c) Suppose that Route 1 is closed for repair. Find the system optimal flow on routes 2 and 3 and compute the total travel times.Q3/ Show how to determine the number of lanes for a multilane minor arterial highway is being designed through a mountain rural area required to serve a current ADT of 5000 ypd. The following data should be used in solution: annual growth rate 4%, design, construction period = 22 years, percent of trucks 10 (pc equivalent factor= 2.0), peak hour factor 90% and the directional distribution factor 60%. %3D
- Design data is required for the improvement of two-way highway with present AADT is (2500 veh./day) in both directions. The improved road with a design life of (25 years), annual growth rate of traffic is (7%) and construction period is (6 years), (K=11%), (D=60%). Calculate the Design Hour Volume (DHV):- * DHV = 1344 DHV = 1322 DHV = 1422 DHV = 1433 DHV = 1354A section of a two-lane rural highway is expected to have the following characteristics: Design speed of 80 km/hr, lanes of 3.6 m, walks of 1.2 m, mountainous terrain, 70% of sections without passing distance and length of 7 km. Of traffic 1,321 veh/hr: distribution by direction of 60/40, 10% of trucks, 10% of buses and 80% of light vehicles. Say what is the capacity of the section and the maximum intensity for the NSGiven the data below: Daily Traffic Count Axle Load (Kips) 1000 (single axle cars) 300 (single axle buses) 120 (tandem axle trucks) 100 (tandem axle trucks) 50 (triple axle trucks) 22 40 50 50 SN is 5, P = 4.2, P; = 3, design life is 20 years, growth rate is 5%, lane distribution factor = 0.45 EASL Calculate the !