INTERSECTION COUNTGiven the data gathered atStaunton Road a Rural PrimaryApril 18, 2019ThursdayDate:Day:Direction:From:Staunton RoadRoad in the CordillerasTo South RoadTo West RoadLeft Turn (LT):determine the following:Right Turn (RT):JeepVanTruckMotorcycle Cars/SUVBus(a) Peak Hour Volume(b) Peak Hour Factor(c) AADT(d) Design flow RateTimeLTRTLTRTLTRTLTRTLTRTLTRT2:45-3:004153210818103:00-3:156.167211593:15-3:3011011710123:30-3:45491011919103:45-4:003410711511184:00-4:1541139.111994:15-4:3093159129201.4:30-4:45410891113114:45-5:00126.12105:00-5:156.2134181395:15-5:306.7914175:30-5:4531112541165:45-6:0042121537PCU factor:1.51.53.50.513,5

Given: A set of traffic data Determine: Peak hour volume, Peak hour factor and AADT “Since you have…

Given the data gathered at Staunton Road a Rural Primary Date: April 18, 2019 Thursday Day: Direction : From: Staunton Road Road in the Cordilleras Left Turn (LT): To South Road To West Road determine the following: (a) Peak Hour Volume (b) Peak Hour Factor (c) AADT (d) Design flow Rate Right Turn (RT): Jeep Van Truck Motorcycle Cars/SUV Bus Time LT RT LT RT LT RT LT RT LT RT LT RT 2:45-3:00 3 4 15 3 2 10 8 18 10 3:00-3:15 6. 16 7 21 7 15 9 3:15-3:30 1 10 3 1 17 10 12 3:30-3:45 4 9 10 19 19 10 3:45-4:00 4 10 7 1 11 11 18 4:00-4:15 4 1 13 2 11 19 9. 4:15-4:30 3. 4 15 9. 12 20 4:30-4:45 10 8 3 9 11 13 11 4:45-5:00 12 12 9 10 1 5:00-5:15 6. 13 4 2 18 13 5:15-5:30 3 6. 14 17 7 5:30-5:45 3 5 11 1 25 4 11 6 5:45-6:00 4 12 15 3 7 4 PCU factor: 1.5 1.5 3.5 0.5 1 3,5 922

Given the data gathered at Staunton Road a Rural Primary Date: April 18, 2019 Thursday Day: Direction : From: Staunton Road Road in the Cordilleras Left Turn (LT): To South Road To West Road determine the following: (a) Peak Hour Volume (b) Peak Hour Factor (c) AADT (d) Design flow Rate Right Turn (RT): Jeep Van Truck Motorcycle Cars/SUV Bus Time LT RT LT RT LT RT LT RT LT RT LT RT 2:45-3:00 3 4 15 3 2 10 8 18 10 3:00-3:15 6. 16 7 21 7 15 9 3:15-3:30 1 10 3 1 17 10 12 3:30-3:45 4 9 10 19 19 10 3:45-4:00 4 10 7 1 11 11 18 4:00-4:15 4 1 13 2 11 19 9. 4:15-4:30 3. 4 15 9. 12 20 4:30-4:45 10 8 3 9 11 13 11 4:45-5:00 12 12 9 10 1 5:00-5:15 6. 13 4 2 18 13 5:15-5:30 3 6. 14 17 7 5:30-5:45 3 5 11 1 25 4 11 6 5:45-6:00 4 12 15 3 7 4 PCU factor: 1.5 1.5 3.5 0.5 1 3,5 922

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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Consider the geometric and traffic characteristics shown below. Approach(Width) North(56 ft) South(56 ft) East(68 ft) West(68 ft) Peak hour Approach Volumes: Left Turn 155 95 190 156 Through Movement 442 395 585 538 Right Turn 172 167 201 210 Conflicting Pedestrian Volumes 900 1,200 1,200 900 PHF 0.95 0.95 0.95 0.95 For the following saturation flows: Through lanes: 1,600 veh/h/ln Through-right lanes: 1,400 veh/h/ln Left lanes: 1,000 veh/h/ln Left-through lanes: 1,200 veh/h/ln Left-through-right lanes: 1,100 veh/h/ln The total cycle length was 262 s. Now assume the saturation flow rates are 10% higher, that is, assume the following saturation flow rates: Through lanes: 1,760 veh/h/ln Through-right lanes: 1,540 veh/h/ln Left lanes: 1,100 veh/h/ln Left-through lanes: 1,320 veh/h/ln Left-through-right lanes: 1,210 veh/h/ln Determine a suitable signal phasing system and phase lengths (in s) for the intersection using the…
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A turning movement count and a saturation flow study were conducted at a major intersection on an expressway with configuration as presented in Fig.1. The peak-hour volumes and saturation flows obtained from the studies for each movement are presented in Tables 1 and 2, respectively. Using the Webster method, determine a suitable preset signal timing for the intersection using a phasing plan that will yield the minimum cycle length out of all possible phasing plans. Also provide a diagrammatic representation of the signal sequence at the intersection. Assume a yellow interval of 3s, all-red interval of 2s and a peak hour factor of 0.95 for all the approaches. Note: No two movements should conflict during the determination of the phasing plan. Tur F Fig.1: Traffic Movements at a Major Intersection N
Q1/Determine magnitude of force at GH,GE and DE members by using a) joint method b)section method 50 kN 40 kN -2 m- 2 m- -2 m- D 4 1 C 1.5 m -30 kN 1.5 m B 40 kN 1.5 m
A certain road section has 3 lanes per direction. The result of a survey that was conducted to get the Peak Hour Volume from 5pm - 8pm, is given below. Determine the level of Service (LOS) using the tables below: 5:00-5:15 5:15-5:30 5:30-5:45 5:45 - 6:00 6:00 - 6:15 6:15-6:30 6:30- 6:45 6:45-7:00 7:00-7:15 7:15-7:30 7:30 - 7:45 7:45-8:00 8:00-8:15 8:15-8:30 8:30- 8:45 8:45-9:00 PCEF Types of Highway 2-lane Multi-lane (per lane) Level of Service Cars 15 95 69 95 10 89 47 56 68 12 100 15 F Source: DPWH Highway Planning Manual 19 69 36 69 Cars 1 0.21 -0.50 0.51 -0.70 0.71 0.85 0.86 - 1.00 greater than 1.0 Traffic Volume Trucks 77 Possible capacity (pcu/hr) 2000 2000 Table S: LOS for road section evaluation Volume / Capacity Ratio less than 0.20 18 25 86 15 2 91 26 59 2 57 92 40 14 15 79 Trucks 2.5 Bus 16 77 58 55 3 49 38 85 24 79 38 59 Description free flow traffic free flow traffic moderate traffic 56 33 83 73 Bus 1.5 *PCEF = Passenger Car Equivalent Factor; this will convert your…
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
16 ut of age Which of the following occurs in Interrupted Flow Facilities? Select one: A. External interruptions exists B. Frequent signals and stop/yield signs C. Platoons of vehicles in traffic stream D. All of the above OE. B and C Next page
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
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