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Lesson  6 LRTP Update Phase II: Lesson  6 LRTP Update Phase II:

Lesson 6 LRTP Update Phase II: - PowerPoint Presentation

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Lesson 6 LRTP Update Phase II: - PPT Presentation

Plan Update 1 Part A Forecast Future Year TAZ Data Inputs FSUTMS Comprehensive Modeling Workshop 2 Lesson Goals In this lesson we will discuss TAZ Data required for future year model update ID: 920168

modeling year comprehensive workshop year modeling workshop comprehensive fsutms network base future data model part transit tip 2015 alternatives

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Slide1

Lesson 6LRTP Update Phase II: Plan Update

1

Slide2

Part AForecast Future Year TAZ Data InputsFSUTMS Comprehensive Modeling Workshop

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Slide3

Lesson GoalsIn this lesson, we will discuss:TAZ Data required for future year model update Network data required for future year model update

Deficiency analysis and performance measures

FSUTMS Comprehensive Modeling Workshop

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Slide4

OutlineForecast Future Year Zone Data Inputs:Compatibility of base and future year zone systemsForecast SE data for future year Forecast external trips

Consider special generator trips

Finalize/Approval of SE Data

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Compatibility of Base and Future Year Zone SystemsZone splitting should ideally be addressed as part of a base year model updateBase year zone splitting should consider future year needsShould future year SE data be developed prior to finalizing zone splits, zone disaggregation must be accomplished

Should needs for additional zone splitting be identified during future year modeling, zone splits should be applied to the base year model as well, for consistency

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Slide6

Forecasting Zone Data for Future YearTypically top down approach used by MPOs/Planning DepartmentsStart with future year county population control totals from Bureau of Economic and Business Research (BEBR):

Dwelling units estimated using base year ratios of PPDU

Vacant units and auto availability typically constant from base year

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Forecasting Zone Data for Future Year (Cont’d)County employment control totals available from Woods and Poole:Base year proportions by employment typed used for disaggregationSchool enrollment forecasts either reflect population growth rates or further extrapolate short term school board forecasts

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Forecast External TripsUse base year external counts as starting pointGrowth factor methodology:Traffic count trend extrapolationsGrowth rates from available BEBR population forecasts

Growth rates from other sources (utility companies, economic studies, Woods & Poole, etc.)

Usually assume base year IE/EE splits and EE O/D patterns

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Slide9

Consider Special GeneratorsMany special generator quantities will remain same as base year (i.e., park acreage, etc.)Check enplanement forecasts for airport growthReview Campus Master Plans and extrapolate growth in students

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Finalize/Approval of SE Data ForecastsAfter all forecast data is collected:Independent review and assessment of forecasts using GIS

Get stakeholder agreement and MPO adoption

Proceed to use data to forecast alternatives

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Quiz #9An MPO has a model with a 2015 base year and a 2045 horizon year. To run the horizon year model:Will friction factors need to be updated? Should the IE trip splits be adjusted from the base year?

Will 2045 households and population need to be updated?

Will the 2015 employment figures need to be adjusted?

Will 2045 school enrollment need to be updated?

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Quiz #9 – AnswersAn MPO has a model with a 2015 base year and a 2045 horizon year. To run the horizon year model:Will friction factors need to be updated? No

Should the IE trip splits be adjusted from the base year?

No

Will 2045 households and population need to be updated?

Yes

Will the 2015 employment figures need to be adjusted?

No

Will 2045 school enrollment need to be updated?

Yes

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End of Lesson 6, Part APlease proceed to Guided Exercises 22 and 23

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Part BForecast Future Year Network Data InputsFSUTMS Comprehensive Modeling Workshop

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OutlineForecast Future Existing-plus-Committed (E+C) Network:Identify roadway projects constructed since base year modelCompare current transit route system against base year model (routes, stops, fares, and headways)

Compare roadway projects and new transit services in TIP against the base year network

Conduct quality control through use of plots or on-screen method

Verify if changes are needed to prohibitors or toll file

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Existing + Committed NetworkRepresents existing network (projects completed or under construction since base year).Includes funds committed for construction/implementation in Transportation Improvement Program (TIP)Used for identifying deficiencies to be addressed in the LRTP in the absence of further investments (No Build)

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Sources for Projects Implemented since Base YearLocal knowledgePrior year TIPsGoogle mapField review

Updated transit route map/schedule

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Sources of Future Year Network DataOther sources future year network data:State DOTCity or County Public Works

Florida Turnpike Enterprise or local toll authority

Local Transit Agencies

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Data

Disaggregated by

Source

Roadway Characteristics

Facility type, area type, and number of lanes for those roads that were E+C projects

State DOT, County or City Public Works Departments

Toll Facility Data (if toll facilities included in model)

Location, type, toll fares, service time, ratio of heavy trucks

Local toll authorities or Florida’s Turnpike Enterprise

Transit Network Data (if transit network included in model)

Future Route, stop, and station locations, mode, speed, time, fare, headway, passenger capacity, park & ride locations and capacities, short- and long-term parking cost, walk time from park & ride and kiss & ride to station

Local transit agencies

Slide19

Check TIPIdentify major roadway capacity projects and new transit services in the current TIP:The TIP identifies how State and Federal transportation money is spent in an MPO areaFlorida TIPs cover a period 5 years from the current fiscal year

Projects usually listed in tabular format

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Check TIP (Cont’d)TIP data may also be presented in maps with projects highlighted by yearObtain GIS shape files used to prepare map(s) if possible

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Conduct Network Quality controlEnsure that projects in the current TIP are properly coded in E+C network2000 Base Year Network link absent

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Conduct Network Quality control (Cont’d)E+C network shown:Links now present based on projects that either: Have been completed since base year, or

Will be completed by end of current TIP period

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Attributes to be Checked for E+C NetworkHighway Network:Area TypeFacility TypeNumber of Lanes

Transit Network:

Headways

Stop Locations

Route Configurations

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Changes to Penalties, Prohibitors, & TollsNew bridgesNew interchange configurationsNew toll facilitiesNew managed lane facilities

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Quiz #10, Part 1An MPO has a 2045 model with a base year of 2015. Since 2015, a 4-lane interstate has been widened to 6 lanes. No other change has been made to the interstate’s characteristics. The model has an interim year of 2020:For the 2015 network, do we adjust the number of lanes to 6?

For the 2020 network, do we change the area type?

For 2020, do we change the number of lanes to 6?

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Slide26

Quiz #10, Part 1 – AnswersAn MPO has a 2045 model with a base year of 2015. Since 2015, a 4-lane interstate has been widened to 6 lanes. No other change has been made to the interstate’s characteristics. The model has an interim year of 2020: For the 2015 network, do we adjust the number of lanes to 6?

No

For the 2020 network, do we change the area type?

No

For 2020, do we change the number of lanes to 6?

Yes

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Slide27

Quiz #10, Part 2The MPO’s 4-year TIP calls for a remaining gap in its interstate network to be completed by a new alignment. An existing 2-lane minor arterial roadway that will intersect with this segment is to be upgraded to a divided arterial and widened to 6 lanes in the TIP:Will a new link need to be coded for the interstate in 2015?

Will the area type need to be changed for the Arterial in 2020?

Will the facility type need to be changed for the Arterial in 2020?

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Slide28

Quiz #10, Part 2 – AnswersThe MPO’s 4-year TIP calls for a remaining gap in its interstate network to be completed by a new alignment. An existing 2-lane minor arterial roadway that will intersect with this segment is to be upgraded to a divided arterial and widened to 6 lanes in the TIP:Will a new link need to be coded for the interstate in 2015?

No

Will the area type need to be changed for the Arterial in 2020?

No

Will the facility type need to be changed for the Arterial in 2020?

Yes

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Slide29

End of Lesson 6, Part BPlease Proceed to Independent Exercise 24: Add Existing-Plus-Committed ProjectsFSUTMS Comprehensive Modeling Workshop

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Part CForecast Future Year CongestionFSUTMS Comprehensive Modeling Workshop

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OutlineForecast Regional Future Year Congestion:Run model with horizon year SE data on E+C networkMap assignment results by volume over capacity

System-wide statistical comparisons

Systems alternatives analysis

Master networks

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Horizon Year E+C ForecastsUsing the developed E+C network run the model with horizon year data including:SE dataExternal TripsSpecial Generators

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Horizon Year E+C Forecasts (Cont’d)FSUTMS Comprehensive Modeling Workshop

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Volume over Capacity RatiosFor future year scenarios:Volume over capacity ratios are a primary roadway performance metricVolume-to-count/base assignment statistic can supplement to indicate level of traffic growth (if ratio is LT1.0, future forecast is less than base year traffic count or base year assignment)

Congested speeds iteratively adjusted based on V/C ratio

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Horizon Year E+C Deficiency AnalysisResulting volume over capacity ratios: Highlight areas of network capacity deficiency (red and yellow links – poor, green –good )A starting point to evaluate network improvements

LOS tools can supplement in

problem areas

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Congested E+C SpeedsCongested speeds are another performance measure typically analyzed:Used particularly for post processing inputs to:

Air quality models

In detailed HCM analysis

As starting point in mesoscopic and microscopic simulation

Other post Transportation Demand Management (TDM) processes

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Slide37

System-Wide Statistical ComparisonsCalculated using variety of post-processor steps:Vehicle-miles traveled

Vehicle-hours traveled

Transit ridership

Congested travel times

Delay

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Systems Alternatives AnalysisOnce deficient corridors have been identified, systems alternatives are developed and compared including:Focus on new roadwaysMaximizing preservation of existing corridors

Emphasis on transit solutions

Congestion pricing/managed facilities

Transit-oriented development and related solutions

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Slide39

Master Networks and Alternatives CodingTo aid in alternatives analysis some models use master network configurations:A master network is a network in which all combinations of alternatives and years are coded in a single network database

Each alternative is identified by an attributes indicating

Specific Year/Alternative (e.g., FTYPE_00A, FTYPE_30A)

Unloaded network generated according to scenario being run

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Master Networks and Alternatives Coding (Cont’d)Master network advantages:Errors can be corrected in multiple network scenarios simultaneouslyEases file management:

One file replaces several

Master network disadvantages:

Takes longer to setup initially

Requires more file storage

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End of Lesson 6, Part CPlease Proceed to Guided Exercise 25

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Independent Exercise 26a: Execute Model and Map Volume-to-Capacity RatiosIndependent Exercise 26b: Based on the vol./cap. ratios indicated on the map, identify alternatives that may help. Code in the alternatives, execute the model, map resulting vol./cap. ratios and check if they helped.

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Part DTest AlternativesFSUTMS Comprehensive Modeling Workshop

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Please proceed to Guided Exercise 27Once Exercise 27 is complete, proceed to Independent Exercise 28: Compare StatisticsFSUTMS Comprehensive Modeling Workshop

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End of Lesson 6, Part DFSUTMS Comprehensive Modeling Workshop

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