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Partners Using Archived Operations Data & VPP Suite User Group - - PowerPoint PPT Presentation

Partners Using Archived Operations Data & VPP Suite User Group Meeting April 3, 2014 Meeting Requests All Participants in person and via webcast Questions will be addressed at the end of each presentation Please give your name


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Partners Using Archived Operations Data & VPP Suite User Group Meeting

April 3, 2014

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www.I95Coalition.org

I-95 Corridor Coalition Travel Information Services PTC

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Meeting Requests

All Participants – in person and via webcast

– Questions will be addressed at the end of each presentation – Please give your name and agency before asking your question (at least the first time)

Participation in person – Please remember all sounds are picked up by the audio system Participation via webcast

– Please keep your phone muted until asking a question or speaking (press *6 to mute/unmute individual phone lines) – Please do not place call “on hold” as your hold music will be heard by the group

April 3, 2014

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www.I95Coalition.org

I-95 Corridor Coalition Travel Information Services PTC

Housekeeping Items

April 3, 2014

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Additional Webcast & Audio Information

  • Please call 610-662-5569 for difficulties with the web or audio

application

Presentations will be available

  • Contact Information will be available at the end of this

presentation

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www.I95Coalition.org

I-95 Corridor Coalition Travel Information Services PTC

Joint Meeting Participants

April 3, 2014

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In Person

Agency Name Agency Name FHWA Bob Rupert Baltimore Metropolitan Council Ed Stylc New Jersey DOT John Allen Clear Channel/TTWN Hubert Clay New Jersey DOT Andrew Ludasi Iteris Scott Perley Pennsylvania DOT Lou Belmonte Skycomp Gregory Jordan Pennsylvania DOT Mark Kopko NJIT (for NJDOT) Branislav Dimitrijevic Pennsylvania DOT Bob Pento INRIX Rick Schuman DVRPC Jesse Buerk I-95 Corridor Coalition Marygrace Parker DVRPC Chris King I-95 Corridor Coalition George Schoener DVRPC Zoe Neaderland University of Maryland Stan Young NJTPA Mary Ameen University of Maryland/CATT Lab Michael Pack NJTPA Sutapa Bhattacharjee KMJ Consulting, Inc. Karen Jehanian NJTPA Keith Miller KMJ Consulting, Inc. Joanna Reagle

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www.I95Coalition.org

I-95 Corridor Coalition Travel Information Services PTC

Joint Meeting Participants

April 3, 2014

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Via Webcast

Agency Name Agency Name FHWA Rich Taylor Boston MPO Ryan Hicks Florida DOT Gene Glotzbach City of Charlotte, NC Nabeel Akhtar Georgia DOT Chad Hendon MWCOG Wenjing Pu Maryland SHA Subrat Mahapatra MWCOG Jon Schermann Massachusetts DOT Pete Sutton Potomac & Rappahannock

  • Transp. Comm.

Chuck Steigerwald New Jersey DOT Neha Galgali Richmond Regional PDC Tiffany Dubinsky New Jersey DOT Simon Nwachukwu Richmond Regional PDC Greta Ryan New Jersey DOT Sudhir Joshi South Jersey TPO David Heller New York State DOT Giselle Vagnini Southwestern PA Commission Doug Smith North Carolina DOT Kelly Wells GEWI North America Eli Sherer South Carolina DOT Tisha Dickerson Jacobs (for RIDOT) Bill Nordstrom South Carolina DOT Dipak Patel TrafInfo (for RIDOT) Deanna Peabody Vermont AOT Robert White Villanova University Seri Park Virginia DOT Scott Cowherd KMJ Consulting, Inc. Bridget Postlewaite Virginia DOT Mena Lockwood Virginia DOT Sahita Lahiri

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Agenda Overview

  • Three minute updates on use of archived operations

data for planning

  • MAP-21 performance measures
  • Technical issues
  • Next Steps and meeting wrap-up
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Updates by Users

  • NCDOT: Kelly Wells, Mobility Program Manager
  • BMC: Ed Stylc, Survey Manager
  • VDOT: Mena Lockwood, Asst. State Traffic Engineer
  • SJTPO: David Heller, Team Leader
  • NJDOT: John Allen, Section Chief, Bureau of

Commuter/Mobility Strategies

  • DVRPC: Jesse Buerk & Zoe Neaderland
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Kelly Wells, NCDOT VPP User Delay Cost for Special Events

  • Incident Mgmt. specialist used VPP to calculate User

Delay Costs. “This can’t be right?!?!?” Case was major accident after Panthers Game

  • Realized that must account for things like

– Volume: not typical Sunday PM hourly volume – Commercial / Passenger split: all added volume is passenger – Occupancy: not typical 1.25

  • CATT Lab: Use formulae to account for these

factors

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Kelly Wells, North Carolina DOT Phone: (919) 825-2615 Email: kwells@ncdot.gov

Contact Information

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What Can We Do?

Decision‐Makers

We cannot build our way out of congestion. Transportation investments must go toward maintaining the existing system and improving operations to reduce congestion and the effects of incidents. When possible, find dedicated, additional funding for transportation.

Planners, Engineers and Other Partners

  • Consider operations strategies, such as emergency traffic patrol, incident management

task forces, traffic signal coordination and intersection improvements.

  • Incorporate Transportation Demand Management (TDM) by making it more desirable to

live near jobs and more convenient to walk, bicycle and take transit; we need to address demand as well as supply of transportation.

  • In addition to reducing congestion, review other ways to help freight move reliably.

All of Us

  • Check conditions before departing to consider transportation mode, route and least‐

congested time to travel if you have flexibility.

  • Drive safely to reduce the likelihood of a crash.
  • Learn about and participate in transportation planning and funding decisions.

Agencies at Work

Baltimore Regional Transportation Board (BRTB) builds consensus among transportation agencies in the Baltimore metropolitan region. Maryland Department of Transportation (MDOT) mission is to enhance the quality of life for Maryland’s citizens by providing a balanced and sustainable multi-modal transportation system for safe, efficient passenger and freight movement. State Highway Administration (SHA) is responsible for planning, designing, building and maintaining the State’s highways and bridges. Maryland Transportation Authority (MDTA) is responsible for planning, designing, building and maintaining the State’s tolled highways and bridges Maryland Transit Administration (MTA) operates local and commuter buses, light rail, metro subway, commuter rail, and paratransit system.

Everyday Resources

MD 511 - www.md511.org StreetSmart – http://www.bmorestreetsmart.com/ CHART - http://www.chart.state.md.us/ MTA Trip Planner - http://mta.maryland.gov/

Publication Number: 1 Staff Contact: Eileen Singleton Principal Transportation Engineer esingleton@baltometro.org www.baltometro.org Abstract: Congestion is getting harder to manage, but tools to analyze it and cost-effective measures are getting better. This is the first in a series of brochures using archived operations data to understand the causes of congestion and what can be done about it. The focus corridor for this edition is MD 295 in the vicinity of MD 175, however the emphasis on operations, multimodal approaches, and partnerships as realistic approaches to congestion are widely applicable. The Baltimore Regional Transportation Board is the Metropolitan Planning Organization for the Baltimore

  • region. The BRTB is an 11 member board representing the cites of Annapolis and Baltimore; Anne

Arundel, Baltimore, Carroll, Harford and Howard counties; the Maryland Departments of Transportation, Environment,, and Planning; and the Maryland Transit Administration. The Baltimore Metropolitan Council provides technical and staff support to the BRTB. Photo Credits: Ed Stylc; Baltimore Metropolitan Council; US Park Service Web Page

This Edition:

MD 295 in the vicinity of MD 175

Congestion costs each traveler in this 4‐mile section $2,400 per year!

Inside:

New tools and what you can do to reduce congestion

Sitting in traffic again?

We all have better things to do…

agency logo March 2014 Agency logo

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Recurring Congestion

The average northbound travel speed on the 4-mile section of MD 295 between MD 175 and MD 198 drops from 65 mph to 34 mph during the afternoon peak hour on weekdays in 2013.

Effective, Low-Cost Strategies

Current and Potential Use on MD 295 Recurring Congestion

Traffic Signal Optimization on parallel roads, such as US 1, could reduce traffic on MD 295 by making it more attractive for shorter trips to be made on local roads. In 2012, the Maryland State Highway Administration (SHA) reviewed the signal timing at 256 signals in the Baltimore region. Changes were made to 113 signals resulting in an annual delay reduction

  • f 468,000 hours.
Source: SHA

Non-Recurring Congestion

Current Strategies: The state’s Coordinated Highways Action Response Team (CHART) helps reduce congestion on MD 295, as well as throughout the state, by providing traffic and incident management, emergency management and response, and safety patrols and assistance to

  • motorists. In 2012, the CHART program

provided the following benefits to the users of

  • ur highway system:
  • User cost savings of about $1 billion, from

reductions in travel delay, fuel consumption and emissions.

  • Over 63,000 incident responses and

assists to stranded motorists.

  • A 24 percent reduction in incident duration

due to CHART operations.

  • Benefit to cost ratio of 30 to 1.
Source: 2012 CHART Performance Evaluation and Benefits Analysis, University of Maryland, July 2013

Potential Strategies:

  • Around the clock safety patrols on MD 295.
  • Increased availability and use of real-time

traffic data on MD 295 and parallel roadways to speed incident notification to travelers and operators and enable routing

  • f traffic to alternate routes

The Story of One Corridor: MD 295 in the vicinity of MD 175

MD 295 carries over 100,000 vehicles a day. Congestion is especially a problem northbound on an average afternoon. Investments to improve reliability would help in this situation.

Non-Recurring Congestion

Crashes, construction and weather are among the reasons for frustrating non-recurring congestion. For example, on Wednesday, October 9, 2013, a crash in a southbound lane at 4:54 a.m. closed MD 295 in both directions, causing a 5-hour traffic jam. Implementing measures to reduce the number of crashes and the time to clear them will increase the safety of our transportation system while reducing non-recurring congestion. This section has a high crash rate (69.2 accidents / hundred million vehicle miles traveled)*. In 2012, 126 incidents directly affected commuters over this 4-mile segment, which carried an Annual Average Daily Traffic (AADT) of 95,000 vehicles. Specifically:

  • 22 people were injured
  • 30 crashes were reported to police (96 total crashes).

*Calculated using crash rate for a Roadway Segment (RSEG ) Source: ITE Traffic Engineering Handbook: 6th Edition

The source of most of the data and analysis in this brochure is the I‐95 Corridor Coalition Vehicle Probe Project (VPP) Suite. For information, see www.i95coalition.org.

Managing congestion is hard in the 21st century – insufficient funding and ever‐increasing traffic pose a challenge to providing an efficient transportation system for all. Fortunately, we

have a new generation of analytic tools, enhanced strategies and better cooperation among organizations.

Reliability

On an incident-free afternoon, it takes about 4 minutes to drive through this

  • segment. However, travel frequently

slows down due to factors such as crashes, construction and weather. You would need to budget almost 15 minutes – nearly quadruple the time – to be on time.

Average Speed

PLANNING INDEX TIME AVERAGE TRAVEL SPEED

Section: MD 198 to MD 175

TRAVEL SPEED ON OCTOBER 9, 2013

Posted Speed: 55mph
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Partners Using Archived Operations Data & VPP Suite User Group

Andrew Tracy Transportation Planner, SJTPO atracy@sjtpo.org April 3rd, 2014

SOUTH JERSEY

TRANSPORTATION

PLANNING ORGANIZATION

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About the region

Major corridors: Garden State Parkway (Newark- Cape May) AC Expressway (Philly- Atlantic City) NJ-55/47 (Philly-Cape May) US-40 (Wilmington-AC)

  • Congestion is highly

seasonal on shore routes

55 47

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Based on DVRPC’s template Covers three roadways on the Philly-AC corridor

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Computing congestion performance measures

Travel time data from VPP Massive Raw Data Downloader VPP roadway segment (TMC) database

Roadway performance measures (speed profiles, PTI, BTI, etc.)

GIS output for analysis and visualization (by joining to TMC shapefile)

Python script

South Jersey Performance Report (in progress)

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Partners Using Archived Operations Data & VPP Suite User Group

Andrew Tracy Transportation Planner, SJTPO atracy@sjtpo.org April 3rd, 2014

SOUTH JERSEY

TRANSPORTATION

PLANNING ORGANIZATION

For more, please visit: sjtpo.org

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New Jersey Department of Transportation

I-95 Corridor Coalition TISPTC (Partners/User Group) Meeting April 3, 2014

Use of Archived Data for Planning/Performance Measures

Project Assessment Report Template

Source: Traffic Quality on the Metro-Atlanta State Highway System: Mobility Assessment and Bottleneck Changes, 2010 Update

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Background

 In the past, Congestion Relief Before & After studies were rare  Now, there’s a distinct need to determine project effectiveness:

  • Called for in the Department’s Asset Management construct
  • Needed for various performance reporting:

− T-LAMP/Statewide Capital Investment Strategy − Centerline (Transportation System Performance )

  • Helps to level the playing field for funding
  • May be applicable to MAP-21 reporting criteria
  • It’s the right thing to do

 Fortunately, analytical tools are now available to

make determining project success easier and cost-effective

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Using various tools and information, develop an example of a project assessment summary report…

Undertaking

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I-80/Squirrelwood Road

Highway Operational Improvement

Interchange #56; MP 56.76 – 57.47 West Paterson, Passaic County Start Date: June 8, 2007 Completion Date: March 3, 2008 Construction Cost: $1,282,304

Technical Toolbox

The VPP Suite is a Flash- based web site that supports

  • perations, planning,

analysis, research & performance measure generation using probe data. NJ OpenReach is a web- based, multi-modal regional (NY/NJ/CT) tool that integrates incidents, construction, travel times and video.

Googletm Earth

Googletm Earth is a virtual globe and geographical information program that maps the Earth using superimposition of satellite imagery, aerial photography and GIS 3D.

NJ Department of Transportation

This Summary incorporates data, analyses and reports by various NJDOT Units, such as: Data Development, Safety, Mobility and Systems Engineering, Project Management and Systems Planning.

Vehicle Probe Project Suite

NJ OpenReach

In March, 1990, the I-80/Squirrelwood Road interchange was entered into the NJDOT’s Pipeline Process via a Problem Statement generated by Township officials. According to the Problem Statement, inadequate capacity at the unsignalized intersection of the WB exit ramp of I-80 with Squirrelwood Road causes traffic to backup

  • n the ramp and into the I-80 mainline,

creating safety and operational problems. There is also a secondary capacity constraint at the intersection of Squirrelwood Road and Glover Avenue that may contribute to this problem. In June, 1992, a Needs Assessment report was prepared by the Bureau

  • f

Transportation and Corridor Analysis. This report described the existing conditions, general characteristics of the surrounding region, traffic analyses and proposed improvement concepts. Subsequently, a Tier II Screening Report was completed in February, 2005, that presented accident history, revised traffic analyses and proposed traffic control and geometric improvements. Route I-80 is a vital east-west interstate facility in northern New Jersey. It provides a continuous route between the Delaware Water Gap (at the PA border) and the George Washington Bridge (at the NY border) and is essential in serving the bedroom communities

  • f northeast NJ and New York City, goods

movement (local, regional and national) and recreational areas, such as the Pocono Mountains and Delaware Water Gap National Recreation Area. Squirrelwood Road is classified as a urban minor arterial (County Route 636) and is accessed from I-80 at Interchange 56. This road serves the densely populated municipalities

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Paterson and West Paterson in Passaic County.

Geographic Context

Project Assessment Report

July 16, 2012

Project Background

Project Area Location Map

Prototype Template (Cover)

General Project Information

  • Project area aerial image
  • Project name, type and location
  • Construction start, end and cost

Technical Toolbox Sidebar

  • Tools used, with brief description
  • Other DOT Units that were

involved/contributed

Geographic Context

  • Roadway types
  • Land use
  • Traffic profile

Project Background

  • Project initiation
  • Department Pipeline Process
  • Chronology

1 2 3 4 1 2 3 4

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Project Detail

The project will eliminate the bottleneck occurring at the intersection of Squirrelwood Road and the WB I-80 off ramp, that causes traffic to queue back down the ramp and deceleration lane and into the I-80 through lanes, by:  Signalizing the intersection of the WB off- ramp and Squirrelwood Road (to reduce left turn delays and queues)  Widening the ramp to 2 lanes (for extra storage capacity and to remove the conflict of left turning vehicles blocking right turning vehicles)  Extending the deceleration lane leading to the WB I-80 off ramp (for extra storage capacity) There are no right-of-way issues with widening the ramp or extending the deceleration lane on I-80.

 Project Element Location Map

Note: LOS under signalized conditions is not provided for channelized right turn. Results would be similar to un-signalized analysis.

Location (AM Condition)

Volume Level of Service

  • Avg. Queue (ft.)

Approach Movement AM No Signal Signal No Signal Signal

Squirrelwood Road Eastbound Through 250 A A 38 Westbound Through 1020 A B 145 Route I-80 Exit 56 Ramp Northbound Left 250 F C 209 72 Right 570 D

See note

65 Location (PM Condition)

Volume Level of Service

  • Avg. Queue (ft.)

Approach Movement PM No Signal Signal No Signal Signal

Squirrelwood Road Eastbound Through 490 A B 57 98 Westbound Through 800 A B 162 Route I-80 Exit 56 Ramp Northbound Left 340 F C 386 116 Right 600 F

See note

424* 424*

HCS analysis indicates a substantial LOS and Avg. Queue improvement on the ramp approach of the intersection with only a slight LOS degradation on the Squirrelwood Rd. approaches.

 Highway Capacity Software Intersection Analysis 1

1. Signalize the Squirrelwood Rd/I-80 WB off-ramp intersection 2. Widen the off-ramp from 1 to 2 lanes 3. Extend the deceleration lane

2 3

Mobility

A S S E S S M E N T

* This queue represents the available storage on the ramp. Observed queue extends as far back as 1,500’ on the I-80 WB mainline.

Prototype Template (Inside Left)

Project Detail

  • Overall project objective
  • Project-specific elements

Project Element Location Map

  • Numbered circles on aerial
  • Brief description in legend

Highway Capacity Software (HCS) Intersection Analysis

  • AM & PM peak conditions
  • With and without the signal
  • Avg. queue and LOS

1 1 2 3 2 3

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7% 16% After Condition (Percent of readings below speed thresholds)

 Average Speed Change  Speed Threshold Change

During the PM Peak Hour (5:00 PM), there has been a 13% increase in speed along the section of WB I-80 approaching the Squirrelwood Road interchange (blue highlight) since the implementation (and “shake-out” period) of the project. (the AM Peak Hour showed a 4% increase in speed). There has been a substantial improvement in speeds that fall below 45 MPH (a threshold indicating the beginning of congested conditions). In the “Before” condition, PM Peak Hour (5:00 PM) , 34% of readings were < 45 MPH. In the “After”, the percentage of readings dropped to 16%, an overall decrease of 53%.

34% 9% Before Condition (Percent of readings below speed thresholds)

 Congestion Comparison

Before Condition (Data averaged across the entire year) After Condition (Data averaged across the entire year) 5 PM 5 PM

After Condition Before Condition Congestion scan comparisons show some improvement in congestion intensity and duration during the 5 PM to 6 PM hour, in the WB direction of I-80, prior to the Squirrelwood Rd Interchange.

S c a n R e s u l t s

Prototype Template (Inside Right)

Average Speed Change

  • Used the Historic Probe Data Explorer*
  • Before & After (avg. over entire year)
  • Highlight results in a caption, color-coded to

improvement (i.e., “green is good”)

Speed Threshold Change

  • Used Historic Probe Data Explorer*
  • Before & After
  • Added annotations to highlight changes
  • Summary caption

Congestion Comparison

  • Used Congestion Scan
  • Before & After
  • Solid fill graphic display, edited screenshot,

added annotations

  • Summary caption

(* - these visualizations are now generated in a Suite Module called Trend Maps)

1 2 3 1 2 3

5 PM Average Speed: 47 MPH 5 PM Average Speed: 53 MPH

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Performance

A S S E S S M E N T

Reliability

The project was evaluated for changes in Reliability using the VPP Suite Performance Summaries module:

  • Travel Time – the time it

takes to drive along a stretch

  • f road
  • Buffer Time – the extra

time you must add to your average trip to ensure on time arrival

  • Planning Time – the total

time you should allow to ensure on time arrival

User Delay Cost

The project was further evaluated for changes in Delay Cost (total, per vehicle and per person) and Hours

  • f Delay (person-hours,

vehicle-hours and per vehicle) using the VPP Suite User Delay Cost Analysis module.

 Reliability Comparison

Comparisons of changes in Travel, Buffer and Planning Times show favorable reductions in the After condition that can be attributed to the improved flow in the WB lanes of I-80 prior to the Squirrelwood Road off-ramp.

Before Condition After Condition

Buffer time (minutes) Planning time (minutes) Travel time (minutes)

5:00 PM - 6:00 PM 5:00 PM - 6:00 PM 5:00 PM - 6:00 PM Monday 1.12 4.88 3.81 Tuesday 1.76 5.56 3.91 Wednesday 1.17 4.91 3.87 Thursday 1.12 4.88 3.82 Friday 1.47 5.23 3.9 Saturday 1.07 4.62 3.64 Sunday 0.58 4.09 3.55 Weekends 1.78 5.23 3.72 Weekdays 2.69 6.14 4.23 All Days 2.35 5.8 4.06

Buffer time (minutes) Planning time (minutes) Travel time (minutes)

5:00 PM - 6:00 PM 5:00 PM - 6:00 PM 5:00 PM - 6:00 PM Monday 1.1 4.85 3.72 Tuesday 0.62 4.42 3.7 Wednesday 0.61 4.35 3.66 Thursday 1 4.76 3.71 Friday 0.52 4.28 3.64 Saturday 0.41 3.96 3.43 Sunday 0.57 4.08 3.48 Weekends 1.07 4.53 3.61 Weekdays 2.03 5.48 3.85 All Days 1.57 5.03 3.76

 User Delay Cost Comparison

Before Condition After Condition

Comparisons of changes in User Delay Cost show substantial reductions in cost and hours of delay in the After condition, across all categories.

Prototype Template (Back)

Performance Assessment Sidebar

  • Reliability elements description
  • User Cost Delay description

Reliability Comparison

  • Before & After:

− Buffer Time − Planning Time − Travel Time

  • Percent change
  • Brief summary statement

User Delay Cost Comparison

  • Before & After:

− Delay Cost − Hours of Delay − Data Validity

  • Brief summary statement

1 2 3 1 2

25%

(Weekdays)

11%

(Weekdays)

7

3

9%

(Weekdays)

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Some Lessons Learned (about the Department)

 Project files/documentation spotty,

tracking system antiquated, critical errors

  • Boxes of project files in a warehouse
  • Project Reporting System outdated, not user-friendly
  • Project changes (no signal at Squirrelwood Road) never

updated in pool sheets  Project timeline excessive

  • 18 years from Problem Statement to completion

($1.3M job, 9 months to construct)  On-going monitoring important

  • Retired PM observed traffic conditions that are

now similar to the “Before” condition

  • Some project elements not built as planned;
  • ther improvements were necessary, thus shorter

project life

Glover Avenue intersection improvements needed in conjunction with Squirrelwood Road signalization

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Some Lessons Learned (using the Suite)

 Choose visualizations wisely annotate

  • Telling the story
  • Scale of visualization to available report space

 Supplement visualizations to highlight the results

  • Easier to understand/read
  • So detail is not lost

 Check results for validity/reasonableness

  • User Delay Cost results were questionable

 Consider the effect of external factors

  • e.g.; impact of The Great Recession and high gas prices

 Understand the results in anticipation of scrutiny

  • “Shouldn’t Travel Time + Buffer Time = Planning Time?”

 Supporting photos (ground/aerial) are a real plus

  • Confirms numbers, easy to grasp, worth a thousand words (see Skycomp photos on cover)

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Questions/Comments?

John C. Allen, Section Chief

Bureau of Commuter/Mobility Strategies New Jersey Department of Transportation 1035 Parkway Avenue Trenton, NJ 08625 john.allen@dot.state.nj.us

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Overview of DVRPC efforts

  • Before/After evaluations
  • Congestion Management Process (CMP) analysis
  • DOT support
  • Newsletters/communications
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Congestion Management Process (CMP)

  • Further integrating archived operations data in

criteria analysis

  • Figuring out how to include arterials
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DVRPC

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VPP data helped PennDOT make the case for $40 million flex to SEPTA for congestion mitigation during I-95 construction

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DVRPC

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MAP-21 Performance Measures

  • Discussion of lessons learned from use of archived
  • perations data and measures to develop some

bullets for voluntary consideration in MAP-21 congestion and reliability NPRM comment letters

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SLIDE 38

Relevant NPRMs

  • System Performance Measure (Rule 28) -

latest estimated issuance: August 25, 2014

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New VPP Contract Implications

  • Changes to VPP Suite after June 30th with the new

contract with focus on the perspective of users

– George Schoener: Executive Director, I-95 Corridor Coalition

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Potential VPP Suite Refinements

  • Discussion of potential VPP Suite refinements to get

user comments

– Michael Pack: Director, CATT Laboratory, UMD

  • Potential need to change thresholds used in the Suite
  • “Scheduling” of reports vs. “customized” reports
  • Experienced Travel Times
  • Selection of date/time ranges used for calculating

average travel times

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Brief Discussion of NPMRDS HERE Data

  • Technical issues
  • Next steps
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National Reviews

  • Range of national groups publishing reviews of our

regions and states

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Meeting Wrap-Up

  • Additional thoughts
  • Next steps
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Partners Using Archived Operations Data Zoe Neaderland, Manager, Office of Transportation Safety & Congestion Management (215) 238-2839 ZNeaderland@dvrpc.org

For more information, please contact:

VPP Suite User Group John C. Allen, Section Chief NJDOT Bureau of Commuter/Mobility Strategies (609) 530-2889 john.allen@dot.state.nj.us