SHRP II R-11 Strategic Approaches at the Corridor and Network Levels to Minimize Disruptions From the Renewal Process. June 10, 2014 Webinar

Transcription

1 SHRP II R-11 Strategic Approaches at the Corridor and Network Levels to Minimize Disruptions From the Renewal Process June 10, 2014 Webinar

2 Project Purpose Phase I of this project identified widely varying levels of effort and sophistication in sequencing renewal projects. A need for a software tool was identified.

3 Primary Target Audiences DOT Program Managers in moderately and densely urbanized States, experiencing congestion, and with an active Renewal program. Planners and Program Managers in moderate and large MPO s, with an active Renewal program.

4 Primary Requirements The tool MUST NOT require user to abandon work done on management systems (PMS, BMS, etc.) The tool MUST NOT require user to collect new data or require additional personnel

5 Phases II & III Software Development Workzone Implementation Strategies Estimator (WISE)

6 An Engine in Two Parts Planning (Project Sequencing Optimization Engine). Operational Software A converted Network and data sets are the only pre-requisites. Microsimulation software is used to create diversion estimates to feed back into the Planning Module- described in Phase IV

7 Common Terms Program : One complete instance of WISE consisting of the Strategies, Planning Characteristics, Project information, Planning analysis and Operation Analysis. WorkSpace : The folder which contains all of the material for ONE Program(from above). This is an active directory for all activity within the current Program. Project : One instance of construction with a Program. Each Program must have between 2 and 5 Projects. NeXTA: Network Explorer for Traffic Analysis which is used to import Networks to WISE. Network : The NeXTA generated network which contains the model where the WISE Program exists. Planning Mode : Mode which allows user to generate a Program and run WISE Analysis Engine Operation Mode : Mode which allows users to interface with microcomputer software to run Base Scenario and individual Project Scenarios to determine Work Zone Volumes with and without Projects. Diversion Results are fed back to Planning Mode.

8 The G.U.I.

9 Planning Inputs

10 Importing A Network

11 Data Requirements are Minimal Link Node Network With Basic Geometry Basic Traffic Flow Numbers NeXTA Utilizes.xml Spreadsheet Formats Additional Data can be Utilized, if Available

12 Importing A Network

13 Planning Inputs Planning Characteristics Project Strategies Project Info

14 Planning Characteristics

15 Project Strategies

16 Identified in Phase I Demand Based Strategies: designed to reduce the demand upon a given link Duration Based Strategies: designed to reduce the duration of the disruption

17 Project Info

18 A Six Project Load to the Network

19 Running the Algorithm

20 WISE Behind the Scenes Table 1 Project profiles Project Earliest start time Latest completion time Duration (months) Duration Strategy Actual duration Precedance 1 Jun, 2012 May, Jun, 2012 May, Jun, 2012 May, Jun, 2012 May, Jun, 2012 May, Jun, 2012 May, Project Capacity reduction Original posted speed limit New posted speed limit Construction mode Both Both Day Day Day Day

21 Sequencing Results

22 The Operations Engine * * Users can employ their own traffic simulation models to estimate diversion as explained in Phase IV. In such a case, diversion estimates would be entered into the Planning Module manually.

23 More Refined Diversion Analysis Microsimulation provides a more refined estimate of traffic diversion based upon: Additional Project Information What-if Scenarios Interactions With Nearby Links

24 Now, Back to Planning

25 Now Re-Run the Sequence

26 Phase IV- Field Validation and Calibration Field Validation and Calibration Validation- test in locations with completed projects Des Moines, IA Phoenix, AZ Pilot tests- test in locations with project plans Orlando, FL Worcester, MA Continued Testing and Code Stabilization

27 DesMoines, Iowa Validation Project Description I-235 through DesMoines- reconstruction, median widening, operational improvement WISE Application Parallel Route 6 defined as alternate route Reconstruction re-defined as 6 segments 8 scenarios tested

28 DesMoines, Iowa Validation (cont.) WISE Data Preparation (same as other cases) Coded network and TAZ file obtained from travel analysis model (in this case itram) Links and TAZs for study area selected (in this case using Transcad) Links and TAZs consolidated to meet WISE limitations in this case ~ 55; redefine centroids & connectors Convert all one-way roads to 2-way roads Re-number centroids and nodes sequentially

29 DesMoines, Iowa Validation (cont.) Figure on left: Iowa Code Network 1 Figure on right: IA I-235 and Route 6 Blowup

30 DesMoines, Iowa Validation (cont.) Software & GUI Modifications Re-write code to preserve user and agency costs for each scenario Modify user costs comparable to agency costs 8 Scenarios Tested User-supplied 0, 5%, 10%, 20%, 40% Day or Night construction for 1 segment (4 each) Public information strategies for 3 segments Shorten time for 1 segment with 10% > cost

31 DesMoines, Iowa Validation (cont.) Highlight Findings: Outputs performing in directions and approximate ranges expected Total user cost for diversion > where diversion > and limited route options available Total user cost declines with night construction

32 Phoenix, AZ Validation The Phoenix program of projects includes six projects: A: 202L Red Mountain Fwy 101L to Gilbert Rd. 3 ln fwy, adding HOV Lane B: 202L Santan Fwy I-10 to Gilbert Rd. 3 ln fwy, adding HOV lane, HOV directional ramps at I-10 and 101L C: SR 101 HOV Addition SR 202 Red Mountain to Princess Dr. D: Twin Peaks T.I. I-10 at MP 245 Add traffic interchange to I-10 / MP 245 for access to I-10 from Teaks Peaks Rd. E: I-10 Kino Blvd to Valencia Rd F: 202 Red Mountain Design Build Addition of EB:I-10 to 101, WB 101 to Scottsdale Rd WISE Application 202 (approx. 14 miles long) and 101 (approx. 15 miles long) corridors are freeways with limited access Interchanges are predominantly closer than one mile Each corridor represented by dozens of key roadway segments. Data Preparation: Same steps as DesMoines, Iowa

33 Phoenix, AZ Validation (cont.) 6 Scenarios Tested Daytime Base Scenario Scheduling Project 1 after Project 8 with 5%, 10%, 5%, 15% with demand strategy for Project 8 Diversion developed in TransModeler and fed back into WISE for comparison of scenarios

34 Millions Millions Phoenix, AZ Validation (cont.) Highlight Findings: As expected, Scenarios 3 and 4 have the highest values and are almost identical Diversion varies greatly by segment, depending on congestion, availability of alternative routes, etc. $60.0 $50.0 $40.0 $30.0 $20.0 $10.0 $- $60 $50 $40 $30 $20 $10 Rte 101 n/o L 202 RM Fwy Phoenix User Cost Comparison Scenarios- By Segment Rte 101 n/o E McD+R8 Rd Rte 101 n/o E Rte 101 n/o E Rte 202 w/o I S Rd D C Dr Rte 101 Rte 202 w/o N S Rd Base 1: Div.5% 2: Div. 10% 3: Div. 15% 4: Div.15% + PI 5: Ops.Model Div. Rte 202 w/o N Rte 202 w/o E P Dr V B St Phoenix User Cost Comparison Scenarios - By Diversion % $- Base 1: Div.5% 2: Div. 10% 3: Div. 15% 4: Div.15% + PI 5: Ops.Model Div. Rte 101 n/o L 202 RM Fwy Rte 101 n/o E McD+R8 Rd Rte 101 n/o E I S Rd Rte 101 n/o E D C Dr Rte 202 w/o Rte 101 Rte 202 w/o N S Rd Rte 202 w/o N P Dr Rte 202 w/o E V B St

35 Orlando, FL Pilot Test Project Description Reconstruction of I-4, SR 400 to accommodate 3 General Use Lanes, auxiliary lanes, and 2 Managed Lanes for eastbound and westbound (affects 14 interchanges, 5 bridges). Project corridor is approx. 20 miles long. WISE Application 4 key roadway segments selected from project corridor. Data Preparation- same steps as DesMoines and Phoenix

36 Orlando, FL Pilot Test (cont.) Orlando Code Network

37 Orlando, FL Pilot Test (cont.) 5 Scenarios Tested Base Scenario Project 1 and 3 with user-supplied 5% Project 1 and 3 with user-supplied 5% and 2% demand reductions for 5 mile radius Project 1 and 3 with night construction Diversion calculated by TransModeler

38 Project: Construct Managed Lanes on I-4 EXISTING FUTURE

39 TransModeler I-4 Hybrid Traffic Simulation Approach High-fidelity, microscopic treatment of 21-mile I-4 corridor Mesoscopic simulation of alternative routes Speed reduction at project locations to reflect work zones Dynamic traffic assignment (DTA) to estimate diversion

40 Alternative Routes

41 Potential Extensions of the Analysis Analyze impacts of work zone and work zone scheduling Test ITS strategies to mitigate their effects Assess needs on alternative, parallel facilities during construction Analyze performance and operation of managed lanes after construction

42 Millions Millions Orlando, FL Pilot Test (cont.) Highlight Findings: Increased user cost when diversion forced, with no viable alternate routes Total user cost declines with night construction Same user costs when no viable alternate routes available, without the intervention of night construction $160.0 $140.0 $120.0 $100.0 $80.0 $60.0 $40.0 $20.0 $- $160.0 $140.0 $120.0 $100.0 $80.0 $60.0 $40.0 $20.0 Orlando User Cost Comparison By Segment Interstate 4, n/o State Highway 436 Interstate 4, n/o Lee Road Interstate 4, n/o Ivanhoe Boulevard Interstate 4, n/o State Highway 50 Base 1- Div. 5% 2- Div. 5%, Red. 2% 3- Night Con. 4- Ops.Model Div. Orlando User Cost Comparison By Diversion % $- Base 1- Div. 5% 2- Div. 5%, Red. 2% 3- Night Con. 4- Ops.Model Div. Interstate 4, n/o State Highway 436 Interstate 4, n/o Lee Road Interstate 4, n/o Ivanhoe Boulevard Interstate 4, n/o State Highway 50

43 Worcester, MA Pilot Test Project Description Reconstruction of 4 areas along Route 9: re-docking or replacement of bridges, intersection improvement WISE Application Washington Square traffic circle defined as intersection I-290 coded as 2-way intersections instead of interchange Data Preparation- Same steps as other pilot and validations

44 Millions Millions Worcester, MA Pilot Test (cont.) Highlight Findings: Simultaneous construction of neighboring projects increases congestion and makes diversion more difficult Total user cost declines with night construction $9.0 $8.0 $7.0 $6.0 $5.0 $4.0 $3.0 $2.0 $1.0 $- $9.0 $8.0 $7.0 $6.0 $5.0 $4.0 $3.0 $2.0 $1.0 $- Worcester Scenario Comparison By Segment Route 9 Bridge over Lake Quinsigamond Route 9/Belmont Street Intersection Improvement Route 9 Bridge over I-290 Route 9 /Highland Ave Intersection Improvement Base 1- Night 2- Red 5% 3- Red 10% 4- Red 15% Worcester User Cost Comparison By Scenario Base 1- Night 2- Red 5% 3- Red 10% 4- Red 15% Route 9 Bridge over Lake Quinsigamond Route 9/Belmont Street Intersection Improvement Route 9 Bridge over I-290 Route 9 /Highland Ave Intersection Improvement

45 Summary Findings WISE adequately optimizes the sequence of a program of projects across a network WISE facilitates testing of different scenarios and strategies, permitting comparison of user and agency costs and customization of agency-defined values and inputs WISE NexTA limitations (e.g. 2-way road stick network) inhibits its easy application, as identified in the Phase IV Validation and Pilot

46 Implementation Recommendations Modify the WISE tool to interface directly with virtually any commercial or non-proprietary network system, rather than require conversion to meet WISE specifications Increase WISE flexibility to define construction projects/ roadway segments Increase WISE capacity to handle more zones Improve Planning Module s diversion estimates, with feedback from network models if available

47 Questions?