Q3: The following table show the results of current traffic counts for a rural highway at each 15 min. intervals during two hrs. Calculate:1. Peak hour volume 2. Peak hour factor 3. Current and future design hour volume If the design life is 35 years and construction time 5 years 7:00- 7:15- 7:30-7:45- 8:00-8:15- 8:30-8:45- Time 7:15 7:30 7:45 8:00 8:15 8:30 8:45 9:00 Volume 100 200 700 800 600 300 100 50 (veh.)

Q3: The following table show the results of current traffic counts for a rural highway at each 15 min. intervals during two hrs. Calculate:1. Peak hour volume 2. Peak hour factor 3. Current and future design hour volume If the design life is 35 years and construction time 5 years 7:00- 7:15- 7:30-7:45- 8:00-8:15- 8:30-8:45- Time 7:15 7:30 7:45 8:00 8:15 8:30 8:45 9:00 Volume 100 200 700 800 600 300 100 50 (veh.)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

100%

A MOX V, YK/s a" zain 1Q
TH
25% of hourly volume
1 Add file
Q3: The following table show the
results of current traffic counts for a
rural highway at each 15 min. intervals
during two hrs. Calculate:1. Peak hour
volume 2. Peak hour factor 3. Current
and future design hour volume If the
design life is 35 years and
construction time 5 years
7:00- 7:15- 7:30- 7:45- 8:00- 8:15-8:30- 8:45-
7:15 7:30 7:45 8:00 8:15 8:30 8:45 9:00
Time
Volume
100
200
700
800 600 300 100
50
(veh.)
1 Add file
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1- You are assigned to evaluate the level of service for a section of a six-lane rural highway that stretches along a level terrain with shoulder width of eight ft and lane width of twelve ft. The average annual daily traffic is fifty-five thousand vehicles per day with ten percent trucks, five percent buses, and three percent recreational vehicles. The peak hour factor is 0.80 and the directional split is fifty-fifty. The distance between consequent interchanges is two miles. Calculate the level of service for this highway section and show your calculation steps.
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1. The following data has been collected at a point along highway. Determine the Peak Hour Lane Volume (PHV). Also find out Peak Hour Factor based on 15 minutes and Peak Hour Factor based on 5 minutes Time Interval Time Interval 4:30-4:35 pm 4:35-4:40 pm 4:40-4:45 pm 4:45-4:50 pm 4:50-4:55 pm 4:55-5:00 pm 5:00-5:05 pm 5:05-5:10 pm 5:10-5:15 pm 5-min Lane Volume 120 167 130 135 165 130 149 170 155 5:15-5:20 pm 5:20-5:25 pm 5:25-5:30 pm 5:30-5:35 pm 5:35-5:40 pm 5:40-5:45 pm 5:45-5:50 pm 5:50-5:55 pm 5:55-6:00 pm 5-min Lane Volume 178 140 135 172 150 178 154 170 145
5. Find the level of service of the following road: (45 points) ▪ ▪ 6-lane multilane highway, terrain: 2 miles long 4% upgrade, speed limit: 55 mi/h lanes: 11ft, a two-way left-tum lane in the median, right shoulder: 5 ft, PHF: 0.90 peak hour traffic volume in each direction: 4500 veh/h with 10% SUTs and 5% TTs ▪ 30 access points in 2 miles ▪ Solution ET = 2.745 fHV = 0.792 Vp 2104 pc/h/In FFS = 50.15 mph c = 2083 pc/h/In S = 46.13 mph D = 45.61 pc/mi/In LOS F
with central reserve the current traffic in 2019 expressed by AADT is 3000 vehicle in both direction. the improved road with design life traffic 20 years will be opened to traffic in 2024. The estimated annual growth rate of traffic is 5%. 1000pcu/hr 12% f ADT 60% of total volume 16% of hourly volume Lane capacity K D Th Q1-B:1-How are travel time and delay studies used?
Find Pace for data shown in table below which below represents speed spot study (SSS) data that recorded from urban collector highway in Tikrit city. E No. 1234 5 6 789 Speed group (mph) 20-25 25-30 30-35 35-40 40-45 45 - 50 50-55 55 - 60 60-65 Frequency (f) 0 4 13 28 41 37 22 9 0
Through the Walla Walla Road to the entrance of the E-1 parking lot at the University of Washington, vehicles begin to arrive from 7:40 A.M. at a uniform deterministic rate of 480 vph until 8:20 A.M. and from then on at 120 vph. It takes 10 seconds for a vehicle to go through the paying process at the gate. If the parking lot is open at 8:00 A.M., determine (a) when the queue will dissipate, (b) the total delay, (c) the average delay, (d) the maximum queue length (in vehicles), and (e) the longest vehicle delay under FIFO. Show your results graphically. [Hint: D/D/1 analysis]