Describe the following types of traffic volume counts
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Q: TIME VOLUME OF TRAFFIC 6:00-6:15 PM 463 6:15 – 6:30 PM 463 6:30 - 6:45 PM 422 6:45 - 7:00 PM 393
A: Given Volume of traffic for 15 min intervals Peak 15 min volume= 463
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Q: Background Vehicles arrive at an entrance to a recreational park. There is a single gate (at which…
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- Describe the following types of traffic volume counts and explain when they are used: 1. Control countsDescribe the following types of traffic volume counts and explain when they are used: 1. Screen-line counts2. Describe the following types of traffic volume counts and explain when they are used: (a) screen-line counts, (b) cordon counts, (c) intersection counts, and (d) control counts.
- QUESTION 1 The approaches of a 4-leg signalized intersection are configured with 1 NB lane, 1 SB lane, 1 EB lane, and 1 WB lane and each of these lanes serves LT, TH, and RT movements. The following volumes and phasing are provided. approach EB WB NB SB movement LT TH RT LT TH RT LT TH RT LT TH RT volume 120 480 160 80 560 100 20 200 40 12 160 48 2 6 What is the critical sum for the EB/WB barrier?Q-2|| Traffic volume data has been collected for 10 min time intervals as shown below, Find the total hourly volume, flow rate and PHF. Time 7:30-7:40 7:40-7:50 7:50-8:00 8:00-8:10 8:10-8:20 8:20-8:30 Volume 250 280 300 200 150 130Shockwave theory: Calculate the maximum queue length (Q in the below figure) given the current condition Arrival volume: 450 vphpl, speed 40 MPH Jam density (waiting): 130 veh /mile/lane Red time: 30 sec; Green time: 70 sec Saturation rate (capacity volume): 1500 vehicles per hour per lane. Please use this diagram to calculate. Maximum Q Xm Area C Maximu X, SW SW SW Area B Area A 'sWD , 'm(u) to(u) Distance
- Describe the following types of traffic volume counts and explain when they are used: 1. Intersection countsFor a given control stations the following data are: (A) Typical hourly variation of traffic volume. Hour volume Hour volume 6:00-7:00 am 185 6:00-7:00 402 7:00-8:00 254 7:00-8:00 489 8:00-9:00 316 8:00-9:00 456 9:00-10:00 376 9:00-10:00 327 10:00-11:00 289 10:00-11:00 210 11:00-12:00 259 Mid. night 175 12:00-1:00 pm 226 12:00-1:00 83 1:00-2:00 221 1:00-2:00 47 2:00-3:00 286 2:00-3:00 18 3:00-4:00 427 3:00-4:00 25 4:00-5:00 354 4:00-5:00 56 5:00-6:00 341 5:00-6:00 90 (B) Typical daily variation of traffic volume. Day Volume Sunday Monday Tuesday Wednesday Thursday Friday Saturday 3380 4223 3086 3119 3146 3409 3843 (C) Typical seasonal variation of traffic volume. Month Jan. Feb. Mar Apr May June Volume 80000 74375 85625 101250 104375 109500 Month July 111500 Aug. Sep. 119250 Act. Nov. Dec. Volume 121000 105000 92880 87625 1) The traffic volume count (8:00-9:00) am was 665 vph and (4:00-5:00) pm is was 535vph made on Wednesday/ February; Find the ADT and AADT by using the previous…Describe the following types of traffic volume counts and explain when they are used: 1. Cordon counts
- The vehicle count obtained in every 10-minute interval of a traffic volume survey done in peak one hour is given below. Time Interval (in minutes) 0-10 10-20 20-30 30-40 40-50 50-60 Vehicle Count 10 11 12 15 13 11 The peak hour factor (PHF) for 10 minute sub-interval is off to one decimal place) (roundH.W: Traffic volume data has been collected for 10 min time intervals as shown below. Find the total hourly volume, flow rate and PHF. Time 7:30-7:40 7:40-7:50 7:50-8:00 8:00-8:10 8:10-8:20 8:20-8:30 Volume 250 280 300 200 150 130See the answer Show transcribed image text Expert Answer Previous questionNext question Transcribed Image Textfrom this Question 1.) Vehicles arrive at an entrance to a recreational park. There is a single gate (at which all vehicles must stop), where a park attendant distributes a free brochure. The park opens at 08:00 am, at which time vehicles begin to arrive at a rate of 480 veh/hr. after 20 minutes the arrival flow rate declines at 120 veh/hr, and it continues at that level for the remainder of the day. If the time required to distribute the brochure is 15 seconds and assuming D/D/1 queue, a. Determine the maximum length of queue that occurred. b. How long did it take to dissipate the queue? c. What is the average delay per vehicle? Show all necessary solutions and diagram 2.) Consider the entrance to the recreational park described in the previous question. However, assuming that the average arrival rate is 180 veh/hr and Poisson-distributed (negative exponential…