Abstract. Executive Summary. Emily Rogers Jean Wang ORF 467 Final Report-Middlesex County

Similar documents
Word Count: 4283 words + 6 figure(s) + 4 table(s) = 6783 words

Chicago Transit Authority Service Standards and Policies

Trip Generation Study: Provo Assisted Living Facility Land Use Code: 254

Autonomous taxicabs in Berlin a spatiotemporal analysis of service performance. Joschka Bischoff, M.Sc. Dr.-Ing. Michal Maciejewski

Click to edit Master title style

Traffic and Toll Revenue Estimates

Image from:

PUBLICATION NEW TRENDS IN ELEVATORING SOLUTIONS FOR MEDIUM TO MEDIUM-HIGH BUILDINGS TO IMPROVE FLEXIBILITY

National Household Travel Survey Add-On Use in the Des Moines, Iowa, Metropolitan Area

More persons in the cars? Status and potential for change in car occupancy rates in Norway

Public Transportation. Economics 312 Martin Farnham

Kauai Resident Travel Survey: Summary of Results

CITY OF VANCOUVER ADMINISTRATIVE REPORT

EXTENDING PRT CAPABILITIES

Bedford/Franklin Regional Rail Initiative (BFRRI) Rationale for a Bedford Amtrak Station June 30, 2015

Disruptive Technology and Mobility Change

Performance Measure Summary - Louisville-Jefferson County KY-IN. Performance Measures and Definition of Terms

WHITE PAPER. Preventing Collisions and Reducing Fleet Costs While Using the Zendrive Dashboard

Travel Time Savings Memorandum

Make American Transportation Great Again: Fleet Management for a State-Wide. Autonomous Taxi System in New Jersey

Appendix B CTA Transit Data Supporting Documentation

Performance Measure Summary - New York-Newark NY-NJ-CT. Performance Measures and Definition of Terms

Submission to Greater Cambridge City Deal

EE 456 Design Project

2 EXISTING ROUTE STRUCTURE AND SERVICE LEVELS

Performance Measure Summary - Large Area Sum. Performance Measures and Definition of Terms

Performance Measure Summary - Medium Area Sum. Performance Measures and Definition of Terms

Denver Car Share Program 2017 Program Summary

Performance Measures and Definition of Terms

The Boston South Station HSIPR Expansion Project Cost-Benefit Analysis. High Speed Intercity Passenger Rail Technical Appendix

THE REAL-WORLD SMART CHARGING TRIAL WHAT WE VE LEARNT SO FAR

Performance Measure Summary - Austin TX. Performance Measures and Definition of Terms

Performance Measure Summary - Pittsburgh PA. Performance Measures and Definition of Terms

Performance Measure Summary - New Orleans LA. Performance Measures and Definition of Terms

Performance Measure Summary - Portland OR-WA. Performance Measures and Definition of Terms

Performance Measure Summary - Oklahoma City OK. Performance Measures and Definition of Terms

Performance Measure Summary - Seattle WA. Performance Measures and Definition of Terms

Performance Measure Summary - Buffalo NY. Performance Measures and Definition of Terms

Performance Measure Summary - Fresno CA. Performance Measures and Definition of Terms

Performance Measure Summary - Hartford CT. Performance Measures and Definition of Terms

Performance Measure Summary - Boise ID. Performance Measures and Definition of Terms

Performance Measure Summary - Tucson AZ. Performance Measures and Definition of Terms

Performance Measure Summary - Wichita KS. Performance Measures and Definition of Terms

Performance Measure Summary - Spokane WA. Performance Measures and Definition of Terms

Performance Measure Summary - Grand Rapids MI. Performance Measures and Definition of Terms

Performance Measure Summary - Washington DC-VA-MD. Performance Measures and Definition of Terms

Performance Measure Summary - Charlotte NC-SC. Performance Measures and Definition of Terms

Performance Measure Summary - Toledo OH-MI. Performance Measures and Definition of Terms

Presentation A Blue Slides 1-5.

Performance Measure Summary - Pensacola FL-AL. Performance Measures and Definition of Terms

Performance Measure Summary - Omaha NE-IA. Performance Measures and Definition of Terms

US 81 Bypass of Chickasha Environmental Assessment Public Meeting

Performance Measure Summary - Allentown PA-NJ. Performance Measures and Definition of Terms

Performance Measure Summary - Nashville-Davidson TN. Performance Measures and Definition of Terms

Performance Measure Summary - Corpus Christi TX. Performance Measures and Definition of Terms

Performance Measure Summary - Boston MA-NH-RI. Performance Measures and Definition of Terms

Performance Measure Summary - El Paso TX-NM. Performance Measures and Definition of Terms

PARKING OCCUPANCY IN WINDSOR CENTER

Performance Measure Summary - Minneapolis-St. Paul MN-WI. Performance Measures and Definition of Terms

Technical Memorandum Analysis Procedures and Mobility Performance Measures 100 Most Congested Texas Road Sections What s New for 2015

RUF capacity. RUF International, May 2010, A RUF DualMode system can obtain very high capacity by organizing the vehicles in small trains.

CH: Peak demand is an interesting issue in energy efficiency because it is primarily a cost and capacity issue, where businesses may be charged a

Online Appendix for Subways, Strikes, and Slowdowns: The Impacts of Public Transit on Traffic Congestion

A DRIVERLESS ALTERNATIVE: FLEET SIZE AND COST REQUIREMENTS FOR A STATEWIDE AUTONOMOUS TAXI NETWORK IN NEW JERSEY

Evaluation of Renton Ramp Meters on I-405

Madison BRT Transit Corridor Study Proposed BRT Operations Plans

Aging of the light vehicle fleet May 2011

BUS SERVICES IN CHAMBERLAYNE ROAD NW10

Introduction and Background Study Purpose

February 2011 Caltrain Annual Passenger Counts Key Findings

Trip Generation & Parking Occupancy Data Collection: Grocery Stores Student Chapter of Institute of Transportation Engineers at UCLA Spring 2014

Green Line Long-Term Investments

A Cost-Benefit Analysis of Heavy Vehicle Underrun Protection

Onward travel. Insights from HS2 online panel

2. Big Data Big Data in Seoul s Transportation Policy: Designing Late Night Bus Routes Based on Big 2. 빅데이터 빅데이터를활용한서울시교통계획 : 빅데이터를이용한심야버스노선설계

NEW HAVEN HARTFORD SPRINGFIELD RAIL PROGRAM

Appendix B: Travel Demand Forecasts July 2017

MEETING GOVERNMENT MANDATES TO REDUCE FLEET SIZE

TRAFFIC IMPACT STUDY. USD #497 Warehouse and Bus Site

This letter summarizes our observations, anticipated traffic changes, and conclusions.

NEW YORK SUBURBAN RAIL SUMMARY (COMMUTER RAIL, REGIONAL RAIL)

Stadium View Trip Generation Report

Plains Region Assessment of ataxi Ridesharing and Empty Vehicle Management

Jeff s House. Downtown Charlottesville. PEC Office

DRIVER SPEED COMPLIANCE WITHIN SCHOOL ZONES AND EFFECTS OF 40 PAINTED SPEED LIMIT ON DRIVER SPEED BEHAVIOURS Tony Radalj Main Roads Western Australia

Road Safety s Mid Life Crisis The Trends and Characteristics for Middle Aged Controllers Involved in Road Trauma

The purpose of this lab is to explore the timing and termination of a phase for the cross street approach of an isolated intersection.

Pace Bus Depot Location Analysis

Post Opening Project Evaluation. M6 Toll

Singh Groove Concept Combustion Analysis using Ionization Current By: Garrett R. Herning AutoTronixs, LLC. October 2007

MTA Long Island Rail Road (LIRR) and MTA Metro-North Railroad (MNR) System-wide Service Standards

Downtown Lee s Summit Parking Study

Traffic Management Plan and Queuing Analysis Lakehill Preparatory School Z Hillside Drive, Dallas, TX October 27, 2015

SOLAR TRACKER SITE DESIGN: HOW TO MAXIMIZE ENERGY PRODUCTION WHILE MAINTAINING THE LOWEST COST OF OWNERSHIP

9. Downtown Transit Plan

Getting a Car J. Folta

Battery Technology for Data Centers and Network Rooms: Site Planning

The Preferred Alternative: a Vision for Growth on the Northeast Corridor

February 2012 Caltrain Annual Passenger Counts Key Findings

DRAFT BUS TRANSFORMATION PROJECT

Transcription:

Emily Rogers Jean Wang ORF 467 Final Report-Middlesex County Abstract The purpose of this investigation is to model the demand for an ataxi system in Middlesex County. Given transportation statistics for a typical October weekday the effectiveness and potential constraints on an ataxi system were investigated. The analysis included demand by vehicle type, with wait time and common destinations constrained, the number of vehicles potentially required, and the number of empty vehicle miles for all vehicles. Executive Summary Middlesex County has a population of 828,919 1 people and is home to Rutgers University. As a result 20% of the population is between the ages of 18 and 24. This leads to some interesting patterns in transportation demand. College students tend to commute less in the morning, and stay out later at night. The number of vehicle moving with passengers actually peaks at 8pm. Additionally; only 10% of the population is below the age of 18, which is likely why there is a decrease in traffic around 3pm, instead of an increase seen in more suburban areas. There are just under three million person trips originating in Middlesex every day. At the peak of travel there are about 75,000 vehicles moving with passengers in them. A majority of them are six passenger vehicles, which are by far the most dominant vehicle type. There are over 40,000 six-passenger vehicles on the road for six hours a day. Comparatively two-passenger vehicles are used less (a peak of 14,000) but are fully utilized for most of the day. 20 and 50 passenger vehicles on the other hand have a single peak, and then are mostly idle for the rest of the day. This potentially means that eliminating large passenger vehicles in favor of two and six passenger ones may be more cost effective. To find ceiling numbers for the required vehicles for an ataxi system. We assumed vehicle relocation happened only at night, and that vehicles did not return from outside the county until the end of the day. If a pixel did not have a vehicle when a passenger arrived, one was drawn from one of the eight surrounding pixels. There was no extreme effort to reduce number of vehicles, or empty vehicle miles. 1 Data comes from the 2010 Census

2 passenger: 272,475 6 passenger: 483,530 20 passenger: 15,824 50 passenger: 846 2 and 6 passenger vehicles use the most number of vehicles compared to trips made. They also have the most trips per day. Constant relocation could significantly reduce the required number of vehicles by almost an entire order of magnitude. Travel Density By Time and Type To begin allocating vehicles we started by looking at how the demand for vehicles changes throughout the day. Summing the total number ataxis travelling at a given time was then graphed against hours from midnight. Only ataxis with passengers in them were counted. This shows ataxis of all types moving throughout the day. Rutgers University contributes a large part of Middlesex County s population. This is likely why the morning commute is significantly less than the peak at 8:30pm. Students commute later and are more likely to leave for afternoon classes. They also contribute to the lateness of the evening commute. The youth of the county is also likely why there is actually a drop in travel around 3:00pm when students would be getting out. Fewer residents have children. College students also contribute to the high volume of ataxis on the road after midnight.

Two passenger vehicles are by far the most flexible of the ataxis. The demand is by far the most consistent and is clearly preferred for late night travel. The fairly consistent usage throughout the day indicates that they are a more efficient vehicle and would most benefit from empty vehicle management. The number used is fairly low compared to 6 passenger vehicles however. This could mean they could help take over more trips during the peak hours for 6 passenger vehicles, to reduce the total number of ataxis needed Six passenger vehicles do have a significant drop in usage, but it is during a fairly short period of time and usage is rather consistent during business hours. Repositioning could be done during those lulls, and may require minimal empty vehicle management other than that.

Both 20 and 50 passenger vehicles follow similar trends in usage. Both are heavily used for the morning commute and then average around 10-20% max usage for the rest of the day. The discrepancy in usage between morning and evening commutes is the main source of inefficiency. Since people do not always return straight home from work high occupancy vehicles sit idle after 9am. 50 passenger vehicles go completely unused for a majority of the day. Based on this, and depending on the cost, it may make sense to simply not use high occupancy vehicles. They would rack up a significant number of empty vehicle miles, since there are few return trips and would need significant repositioning at the end of the day. This indicates that maybe 6 passenger vehicles should take over the morning commute since they are only at about half their maximum usage from 7-9am.

Single Pixel Investigation The most active pixel in Middlesex County is home to Rutgers University and has over five times as much activity as the next pixel. Relatively few people live in the pixel, so most trips are to and from work. Additionally there is a large train station that serves the Northeast Corridor line. People use to travel to New York and Philadelphia Cumulative Arrivals and Departures for 2 passenger ataxis

There are virtually no 2-passenger vehicle departures from the pixel 2. This is likely due to the train station, and the lack of nightlife in the pixel. Cumulative Arrivals and Departures for 6 passenger vehicles There are virtually no departures from the pixel until the end of the workday. Arrivals begin with the morning commute around 8am. There are more departures than arrivals, which might be from people arriving by train then leaving in smaller vehicles. Upper Limit Vehicle Requirements by type The upper limits for types of vehicles needed are the number of vehicles need, assuming no empty vehicle management except at the end of the day. Vehicles that leave the county stay there until the end of the day. To find a vehicle is the current pixel does not have any we looked at the surrounding pixels and calculated the time for them to arrive. Travel time is assumed to be 1.2*distance*2 minutes per mile. For adjacent pixels travel time is 1.2*1*2 = 2.4 minutes, and for diagonal pixels travel time is 1.2*2^.5*2 = 3.39 minutes. A vehicle could come from slightly farther away, which would reduce the need for repositioning. The decision from where to pull the car does become more complicated however. 2 Just a note, we triple checked this number. It is right according to the data we were given

2 passenger: 272,475 6 passenger: 483,530 20 passenger: 15,824 50 passenger: 846 Conclusion and Possible Improvements The first major area for improvement would be returning vehicles from outside the county before the end of the day. The simplest way would be to have the vehicle return to its origin pixel after waiting for ten minutes. A better solution would be to have it return to a pixel with high demand. This demand could be calculated a couple of ways. Vehicle could go to pixels with the highest population, or they could go to pixels with the greatest difference between their start number of vehicles and current vehicles. Either of these would be fairly simple to implement. The best way would be to have the car go to a pixel with more departures than arrivals in the coming hours. This would require looking at historical data, and looking into the future, but would put cars in the best positions for further use. After returning vehicles from other counties, empty vehicle management within the county would most help reduce the number of vehicles needed. There are several ways it could be approached, but one of the big deciding factors would be cost. If vehicles are relatively cheap to buy, but costly to run it would make more sense to purchase lots of vehicles and not reposition them until the end of the day. This would reduce the number of empty vehicle miles, but would require a lot of vehicles. In the more likely scenario that vehicles are expensive and running them is a significantly more minor expense repositioning throughout the day would make the most economic sense. The methods that could be employed are similar to those used for returning a vehicle from outside the pixel. The most efficient would be to have some vehicles that arrive in low departure pixels go to the nearest pixel with an arrivals deficit. This would require looking at historical data, and selecting how many and which vehicles to reposition, and when would not be easy to code. A simpler way may be to have vehicles that arrive in a pixel that has a surplus of vehicles (determined by some function) go to the nearest pixel with a deficit. Empty vehicle management is the best way to reduce the cost of an ataxi system in Middlesex County. Another way to reduce the costs would be to examine each type of vehicle. For example 50 passenger vehicles sit idle most of the time. If they were eliminated could those trips be transferred to 2, 6, and 20 passenger vehicles effectively? It is quite possible that the expense of large occupancy vehicles is larger than that of buying more, smaller vehicles to pick up the slack. This would all depend on the cost to buy and maintain each type of vehicle. The idleness of each type would also have

an impact on the effectiveness of this method of management. Possibly the best way to reduce the costs of an ataxi system is to run a whole lot of simulations, and pick the cheapest one based on real world costs.

Appendix 1 Vehicle Distribution at end of day in all of New Jersey 2 Passenger Vehicle End of Day Difference 6 Passenger Vehicle End of Day Difference 20 Passenger Vehicle End of Day Difference 50 Passenger Vehicle End of Day Difference