Interstate and Strategic Corridor Plans. January 9, :30 AM

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1 Interstate and Strategic Corridor Plans January 9, :30 AM

2 Agenda Modal Needs Baseline Revenue Modal Scenarios Website Interstate Plan Strategic Corridor Plan

3 Jeff Carroll MULTIMODAL TRANSPORTATION NEEDS

4 Databases None Analysis Tools Maintenance Assessment Tool Agency Coordination Yes Modes Highway Bridges Mass Transit Premium Transit / Passenger Rail 2030 MTP vs MTP Technical Changes FHWA has developed analytical tools to identify future needs 2030 MTP 2040 MTP Databases 2011 HPMS 2011 NBI Transearch Analysis Tools HERS-ST (Highways) NBIAS (Bridges) Agency Coordination Yes Modes Highway Bridges Mass Transit Premium Transit / Passenger Rail Freight Rail, Ports, Aviation, Bike/Ped

5 Assumptions and Engineering Analysis HERS-ST Roadways Highway Performance Monitoring System SCDOT staff input and review NBIAS - Bridges National Bridge Inventory SCDOT staff input and review Non-highway Modes Plans, reports, and studies SCDOT and agency staff input and review Planning horizon 2030 to 2033 linear growth estimate Seven additional years (2033 to 2040)

6 Modal Needs Highways Bridges Mass Transit Premium Transit / Passenger Rail Rail Freight Ports Aviation Bicycle and Pedestrian New Database driven tools in 2040 MTP New in 2040 MTP

7 QUESTIONS

8 Amanda Spencer BASELINE REVENUE PROJECTIONS

9 Purpose Provides an estimate of revenues expected to be available for capital improvements to 2040 Identifies the funding gap between revenues and modal needs

10 Methodology Projection of baseline revenues by mode No new revenues Business as usual conservative estimate Based on current year revenues and short-term budgeted revenues, grown annually at assumed rates Converted to real dollars to account for inflation

11 Baseline Revenue Forecast Results Total Available : $27.04 Billion (in 2011 Dollars) SIB $2.04 8% State Transit $ % Federal Transit $1.01 4% SPLOST $ % C-Fund $0.85 3% State Highway $ % Federal Highway $ %

12 Total Available Revenue $1,800,000,000 $1,600,000,000 $1,400,000,000 $1,200,000,000 $1,000,000,000 $800,000,000 $600,000,000 $400,000,000 $200,000,000 $ Total Available Revenue (Nominal Dollars) Total Available Revenue (Real Dollars)

13 QUESTIONS

14 Don Vary Developing and Evaluating Modal Scenarios Status Update

15 Modal Scenarios Develop different allocations of longrange plan transportation revenue Revenue levels, investment types Evaluate according to quantitative and qualitative criteria Develop implementation strategies

16 Uses plan outputs Vision, goals, objectives Plan performance measures Needs, gap Baseline revenue forecast And creates new inputs Allocate fixed revenue levels into investment categories Measures of effectiveness Inputs

17 SCMTP Scenarios About $14.3B of $27.04B in available revenues is dedicated to current programs Remainder ($12.7B) treated as discretionary $30.00 Total Needs by Category ($billions) Program Dedications by Category ($billions) $30.00 $25.00 $25.00 $20.00 $15.00 $10.00 Preservation/ Modernization Capacity $20.00 $15.00 $10.00 Preservation/ Modernization Capacity $5.00 $5.00 $0.00 Interstate Other Federal-aid Local Passenger rail/bus Freight $0.00 Interstate Other Federal-aid Local Passenger rail/bus Freight

18 SCMTP Scenario Themes 1. Keep the Highway Core (Baseline) emphasis on primary (core) system Well maintained, congestion addressed, high access to key areas and within cities 2. Multi-modal Core System Maintain and expand highway, transit, rail and nonmotorized system linking cities and towns

19 SCMTP Scenario Themes 3. Serve the Drivers investments to spur business attraction and retention Ports, distribution facilities, airports, leisure destinations 4. Right Size System What size system will future revenue support?

20 Scenarios Themes Mobility & System Reliability Baseline - Keep the Core Serve the Drivers Multimodal Core System Right Size System Safety Infrastructure Condition Economic & Community Vitality Environmental Equity

21 Scenario Fulfillment of Full Capacity Needs Baseline Multimodal Drivers Right-Size Interstate Low+ Low Low Low+ Other Federal-aid Moderate+ Moderate Moderate Moderate+ Local Moderate Moderate Moderate Moderate Passenger Rail/Bus Low Moderate Freight Rail Low Low Low- Moderate Low- Moderate Low Low

22 Scenario Fulfillment of Full Modernization and Preservation Needs Baseline Multimodal Drivers Right-Size Interstate Moderate+ Moderate+ Moderate Moderate Other Federal-aid Low- Moderate+ Low- Moderate+ Low- Moderate Low- Moderate Local Moderate Moderate Moderate Moderate Passenger Rail/Bus Low- Moderate Low- Moderate+ Low- Moderate+ Low- Moderate Freight Rail Low Low+ Low+ Low

23 Scenario Next Steps Analyze scenario performance according to goal areas Summarize trade-offs and policy implementation implications

24 Measures of Effectiveness Estimated pavement and bridge condition Estimated travel time and vehicle operating costs User costs Goal needs met based on funding

25 QUESTIONS

26 Karen Hadley WEBSITE

27 Live Website

28 Rick Reiff INTERSTATE PLAN

29 Interstate Plan Overview Summary of Progress Data Collection Congestion Analyses Project Costs Environmental Screenings Next Steps Questions & Answers

30 Data Collection INRIX Speed Data SCDOT s automatic traffic recorder (ATR) hourly volume data Peak-to-Daily (K) Factors Directional (D) Factors Truck Percentages Urban/Rural Boundaries

31 Congestion Analyses Interstate mainline 11 interstates: I-20, I-26, I-77, I-85, I-95, I-126, I-185, I-385, I-520, I-526, I-585 Four Analysis hours: 7-8a, 8-9a, 4-5p, 5-6p Performance Metric Highway Capacity Manual 2010 Level of Service (LOS) Analysis Based upon Freeway Density for Interstates

32 Congestion Analyses I-20

33 Congestion Analyses I-26

34 Congestion Analyses I-77

35 Congestion Analyses I-85

36 Congestion Analyses I-95

37 Congestion Analyses I-126

38 Congestion Analyses I-185

39 Congestion Analyses I-385

40 Congestion Analyses I-520

41 Congestion Analyses I-526

42 Congestion Analyses I-585

43 Congestion Analyses Density Index Performance Metric (Individual Segments) Segments are Interchange to Interchange Developed to compare and rank the respective levels of congestion for the individual interstate mainline segments. Defined as the summation of the individual interstate mainline segment Densities for each of the four study hours for both directions. Average Density Index Performance Metric (Corridors) Corridors are made up of Multiple segments Developed to compare and rank the respective levels of congestion for the interstate corridors. Individual interstate mainline segments were combined into interstate corridors based upon like cross-sections. Defined as the average of the density indexes across all corridor segments.

44 Congestion Analyses Top 10 Most Congested Interstate Corridors Corridor Rank Interstate Corridor Between Length (mi) Location Corridor Density Index 1 I-526 US-17/Savannah Hwy US-52/Rivers Ave 8 Charleston I-85 US-29/Exit 34 I-26/Exit Greenville I-26 Columbia Ave/Exit 91 US-21/US-176/Exit Columbia I-20 SC-204/Exit 51 White Pond Rd/Exit Columbia I-526 US-52/Rivers Ave SC-703/Ben Sawyer 12 Charleston I-85 I-26/Exit 70 SC-110/Exit Spartanburg I-85 SC-110/Exit 83 US-29/Exit North of Spartanburg I-26 Jedburg Rd US Charleston I-77 I-26/Exit 1 SC-34/Exit Columbia I-385 Fairview St/Exit 24 End of Freeway 18 Greenville 124.0

45 Congestion Analyses Top 20 Most Congested Individual Interstate Segments Segment Rank Interstate Segment Between Segment Density Index 1 I-85 I-385/Woodruff Rd/Exit 51 Pelham Rd/Exit I-26 Saint Andrews Rd/Exit 106 I-20/Exit I-26 Piney Grove Rd/Exit 104 Saint Andrews Rd/Exit I-85 Pelham Rd/Exit 54 SC-14/Exit I-85 Mauldin Rd/Exit 46 US-276/Exit I-526 I-26 US-52/Rivers Ave I-526 International Blvd I I-526 W. Montague Ave International Blvd I-526 N Rhett Ave Virginia Ave I-26 Bush River Rd/Exit 108 I-126/US I-20 Alpine Rd/Exit 76B Clemson Rd/Exit I-526 US-52/Rivers Ave N Rhett Ave I-26 Harbison Blvd/Exit 103 Piney Grove Rd/Exit I-526 Leeds Ave Paramount Dr I-85 SC-153/Exit 40 US-29/Exit 42 (Greenville) I-26 I-20/Exit 107 Bush River Rd/Exit I-85 US-276/Exit 48 I-385/Woodruff Rd/Exit I-526 Dorchester Rd W Montague Ave I-526 Paul Cantrell Blvd Leeds Ave I-526 Paramount Dr Dorchester Rd 201.8

46 Overall Planning

47 Overall Planning Ranking Process Congestion Safety Truck Traffic Pavement Quality Costs Environmental Screenings Economic Modeling Corridor Management Plans For worst segments I-26/I-20/I-126, I-85, I-526 completed

48 Project Costs Planning-level cost estimates were developed for the top 10 most congested interstate corridors. Based upon: Interstate Feasibility Studies that are currently underway or complete and SCDOT planning estimates. SCDOT Planning Office Estimates Planning-level cost of $15 million per two-way mile if no further information in known.

49 Project Costs Corridor xxx Rank Interstate 1 & 4 I-526 Corridor Between US-17/ Savannah Hwy SC-703/Ben Sawyer Length (mi) Location Planning-Level Cost (In Millions) Sources 20 Charleston $533.9* 1, 3 2 I-85 US-29/Exit 34 I-26/Exit Greenville $ , 4 3 I-26 Columbia Ave/Exit 91 5 I-20 SC-204/Exit 51 US-21/US- 176/Exit 119 White Pond Rd/Exit Columbia $ Columbia $ , 4 6 I-85 I-26/Exit 70 SC-110/Exit Spartanburg $ , 4 7 I-85 SC-110/Exit 83 US-29/Exit N. of Spartanburg $ , 4 8 I-26 Jedburg Rd US Charleston $ I-77 I-26/Exit 1 SC-34/Exit Columbia $ , 4 Fairview 10 I-385 End of Freeway 18 Greenville $ St/Exit 24 Note: Planning-level Costs do not include major interchange reconstruction cost unless otherwise noted. *The planning-level improvement costs for the I-526 corridor does include the reconstruction of the I-526 & I-26 interchange. (1) I-526 Corridor Analysis (2) I-85 Corridor Analysis (3) SCDOT Planning (4) Planning-Level $15 Million Cost per Mile Estimate

50 Environmental Screenings Establish the potential baseline of environmental impacts to cultural, natural, and social resources for Interstate segments. Considered: (1) wetlands, (2) streams, (3) threatened and endangered species, and (4) cultural resources. Each resource area received a score between 0 to 2, with 0 indicating low to no observations of the identified resources within the area of an Interstate segment and 2 indicating significant amount of observations.

51 Environmental Screenings ---- High Impact ---- Medium Impact ---- Low Impact

52 Environmental Screenings Interstate Length (mi) Environmental Impact Ranking (by Length) Low Medium High I % 52% 3% I % 26% 0% I % 11% 9% I % 6% 4% I % 42% 5% I % 50% 50% I % 12% 0% I % 16% 0% I % 18% 62% I % 26% 30% I % 99% 0% Overall % 29% 4% Interstate 77 has one of the highest number of Interstate miles ranked as having a High impact with approximately 8.3 miles in the Columbia area, which has also been identified as a topten congested Interstate corridor. Several segments of Interstate 526 also have been identified as having a High impact that are part of top-ten congested Interstate corridors.

53 Next Steps Interchange Needs Update to SCDOT s Interstate Interchange Management System (IIMS) Statewide Travel Demand Model currently under development Long-Range Congestion Projections

54 QUESTIONS & ANSWERS

55 Mike Plagens and Praveen Pasumarthy STRATEGIC CORRIDOR NETWORK PLAN

56 Corridor Plan Overview Strategic Corridor Plan Tiered Network Approach Emphasis on Federal Network Criteria & Economic Development Environmental Screening Baseline Impacts Multi-Modal Needs MPO/COG Needs Corridor Delay and Deficiencies Congestion Management Strategies

57 Evaluation Criteria and Methodology Baseline Criteria Tiered System Development Meeting Greatest Statewide and National Goals Scoring Criteria Intrastate Mobility Economic and Community Vitality

58 Evaluation Criteria and Methodology Baseline Criteria Designated NHS Routes National Freight Network Strategic Highway Network (STRAHNET) Statewide Evacuation Routes Designated Intermodal Connectors

59 Evaluation Criteria and Methodology Intrastate Mobility Scoring AADT Truck AADT Statewide & Regional Connectivity Parallel Relievers Multimodal Connectivity Economic and Community Vitality Scoring Population (2010 & 2040) Urbanized Areas/Clusters Employment Tourism

60 Strategic Corridor Network

61 Environmental Screening Baseline of Environmental Impacts Federal Level: MAP-21 State Level: Act 114 Methodology Reviewed four resource areas Wetlands Threatened and endangered species Streams Cultural resources Scoring system to rank each resource area

62 Environmental Screening

63 Multi-Modal Needs Methodology Corridor Delay and Deficiencies MPO/COG plans Level of Service Multi-Modal Criteria On-going Process

64 Corridor Delay and Deficiencies Vehicle Hours Lost Performance Metric (Individual Segments) Developed to compare and rank the respective levels of congestion for the individual Strategic Corridor segments. Calculated from the actual average travel time versus the freeflow (uncongested) travel time from the INRIX data and AADT for both directions of each segment. Vehicle Hours Lost Index Performance Metric (Corridors) Developed to compare and rank the respective levels of congestion for the Strategic Corridors. Strategic Corridor segments were combined into larger corridors considering both uniform lengths and logical breaks. Defined as the weighted average of the segment Vehicle Hours Lost across all corridor segments.

65 MPO/COG Needs Data requested from MPO/COGs Unconstrained needs on Strategic Corridor Project information, termini and cost Majority of the needs US 123, US 17, US 25, US 78 and US 378 Waccamaw and Catawba COGs

66 MPO/COG Needs

67 Overall Planning Approach Implement corridor management plans Coordinate with and integrate MPO/COG plans Long-range considerations of statewide model Economic considerations

68 Corridor Management Access Management Traffic Signalization Geometric Improvements Inter-regional Transit Services COG: Waccamaw Location: SC 9 near US 17 interchange COG: Waccamaw Location: US 17 COG: Lower Savannah Location: US 25 and S-45 COG: Catawba Location: LPA Route on US 21

69 QUESTIONS & ANSWERS

70 Mark Pleasant, SCDOT Jeff Carroll, CDM Smith Project Website:

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