1036-007.Pdf

Total Page:16

File Type:pdf, Size:1020Kb

1036-007.Pdf Transportation Research Record 1036 51 ensure that the delays at the faregates do not exceed the headways. Based on the 1980 data, the estimated number of additional aisles needed to avoid patron delays in 1989 will probably be between 30 and 54. '-' The actual number of faregate consoles required will = •• be affected by the revised patronage projections for • 1989 and the type of AFC equipment selected to aug­ 80 • ment the present system. These two factors could \ easily cause the required number of faregate consoles \. to double. At the same time, the exit time criteria 60 - established for the various lines have a significant •• impact on the number of additional faregates needed. Fairly stringent criteria were used in the current 40 - ••• analysis to maintain equitable conditions for all the lines. Changing the exit time criteria on those •• lines with longer headways would reduce the number •• of faregates needed on the system by 20 percent or 20 •• •• more • ••• •••• 0'--~~..__~~----1~~~..L~~~••••••'--~~"'-"'--• L-~-'- 10 20 30 40 50 60 ADDITIONAL FAREGA TES NEEDED FIGURE 2 Additional faregates needed to reduce system Publication of this paper sponsored by Cammi ttee on noncompliance index. Rail Transit Systems. Planning an Integrated Regional Rail Network: Philadelphia Case VUKAN R. VUCHIC and SHINYA KIKUCHI ABSTRACT Regional (commuter) rail systems, which serve the growing suburban areas, have had increasing ridership in many cities. In response to this growing need for high-quality regional transit service, many European and Japanese cities have upgraded their old commuter lines into regional rail systems with diametrical networks, regular schedules, and services integrated with local transit. Com­ pletion of the Center City Tunnel in Philadelphia in late 1984 connected two previously separate sets of lines (Western--formerly Pennsylvania and North­ ern--formerly Reading), combining them into an integrated regional rail system. The methodology, process, and major results of the planning for the regional rail systems are presented in this paper both in general terms and in their application to the Philadelphia system. Analysis of passenger requirements, operational factors, and economics has shown that the radial lines should be converted into diametrical (through) lines with fixed train routings and clear designations (such as R-1, R-2, and so forth). Extensive data concerning the system's physical characteristics, operations, and passenger volumes were col­ lected and presented in many tables, charts, and diagrams. An elaborate meth­ odology for selecting line pairs was developed. The guidelines for pairing included balancing of capacities and frequencies, minimizing track path con­ flicts, considerations of potential for through travel, capacity of tracks on the trunk section, operational characteristics of the two connected lines, and so forth. The recommended set of lines is presented with the basic data con­ cerning its lines including their lengths, cycle times, headways, and train consists for peak and off-peak hours. 52 Transportation Research Record 1036 Spatial spreading of our cities has resulted in were either disinterested or directly opposed longer commuting among different points throughout (Southern Pacific in San Francisco) to any improve­ metropolitan areas. For many y e ars, the dominant ments of their lines. Moreover, the old-time prac­ opinion was that the a utomobile was the best mode tices and mentality, typical for many of these for serving all regional trips and that transit organizations, resisted most changes. services were being neglected by riders. However, in spite of this neglect, most regional (commuter) rail systems have recently demonstrated their strong Regional Rail System Characteristics ability to attract riders. There are two major rea­ sons for relative success and increasing need for In many European and Japanese cities, the interest r egional rail transit : (a) regional rail lines serve in and support f or local r ailway serv ices have al­ the areas of greatest growth- - outlying suburbs of ways remained strong. Through their improvements major cities, (b) high speed, comfo rt, reliability, (mostly since World War II), the concept of regional and safety make these systems more competitive with rail--a modernized version of commuter railroads-­ the automobile than most other transit modes. has evolved. Regional rail systems are characterized Although the strong ability of regional rail by the following features: systems to attract ridership has now been demon- strated, the systems have, in most cities , faced .L . Nei.:works cons i st o f e l ectrified diametrical s evere financial problems and their role has re- lines through a central city with several stations mained far less i mportant than t he i r pctcnti~l would in ! t ; indicate. Our regional rail systems carry several 2. The utilization of centrally controlled doors, times fewer passengers than comparable systems in high-platform stations, and several other charac­ many cities in other countries, such as Cophenhagen, teristics similar t o those of rapid transiti Hnmh11rg, Munich, Sydney, and Toronto. The reasons 3. Convenient transfers (joint stations, coordi ­ for this underutilized potential and for the f inan­ nated schedules, and integrated fares) with all other cial problems lie in the fact that the characteris­ transit servicesi and tics of regional rail systems in most of our cities 4. Clock headways and regular, reliable service have not changed much from those of the commuter throughout the day. railroads, which they used to be (decades ago). This paper contains a summary of a major study With t hese character is tics , r e gional rail systems that was made to provide information to be used in become integral parts of regional transiti they integrating two separate rail systems into one still have dominant flows during the peak hours, but regional rail system in Philade lphia 1.1. 1 • I n t he the ir role for noncomrnut ing trips increases sub­ process , the differences between commute~ railroa ds stantially. and regional rail systems were defined a nd a r e in­ The best example of a conversion from commuter to cluded. Extensive data on physical, operational, and regional rail system is t he S-Bahn in Munich. In ridership characteristics of the Philadelphia system 1972, its two stub-end terminals were connected with are also included, but the major emphasis is on the four stations by a tunnel through the CBD, and methodology for planning the new network: determina­ regular, electrified services were introduced that tion o f line pairings (i.e., how the f ormer radial were fully integrated with rapid t ransit , ligh t lines should be interconnected into diametrical rai l, and bus . Daily ride rship on this S-Bahn, which ones). was 150, 000 in 1971, had grown to 590 ,000 by 1982. Similar improvements and ridership increases have bee n ach ieve d i n Fra nkfurt, Hamb urg, Paris , a nd ma ny THE EVOLVING CONCEPT OF FEG!Oi~/IL Rl\U. Japane se cities. Commuter Railroads ' Networks , Service , and Role REGIONAL HIGH- SPEED RAIL SYSTEM IN PHILADELPHIA Traditionally, most large North American cities had It could be said that the era of modern regional a number of commuter rail services provided by rail systems in the United States started with the several railroad companies. Their radial lines opening of the Bay Area Rapid Transit (BART) system terminated in stub-end terminals on the fringes of in Oakland , California. By ils ne t work, form, a nd the central business district (CBU). The lines were service, BART is more similar to the S-Bahn in Munich often independent of each other, and their coordina­ or the Rcseau Express Rcgionalc in Paris than to tion and joint fares with regular transit services rapid transit systems in Chicago, Philadelphia, and (bus, streetcar, and rapid transit) seldom existed. even New York. The Washington, D.C., Metro system The services were heavily commuter-oriented, con­ will also have a somewhat regional character. How ­ sisting of a large number of trains serving during ever, among the cities with existing commuter rail­ the peaks, and minimal service, if any, during off­ roads, Philadelphia is the first to upgrade its peak hours. Headways were typically irregular, with system into a Regional High-Speed Line (RHSL) system. various express runs, usually also at irregular intervals. Such networks and services have existed in Boston (North and South stations), Chicago (seven System Description different companies), New York (several systems with stub-end stations--Grand Central and Hoboken--and The Southeastern Pennsylvania Transportation Author­ one through station--Pennsylvania) and Philadelphia ity's (SEPTA) RHSL Network, shown to scale in Figure (Suburban Station and Reading Terminal). Because of 1 and schematically in Figure 2, consists of two this type of network and service, these railroads previously separated networks. The Western (or ex­ were predominantly serving trips into and out of Pennsylvania) Division consists of 6 lines that CBDs, most of them to and from work. The percentage converge from the west into the 30th Street station uZ i...Lj_.t:JO rnaU.t:: {v.L '"vi..~u:a t'l.. U.tJVOCO WctO yuj_i..t:: OJllg_L_L, 011U i..1::?LH1.i11dl..~ .LU l..i1t:: u11Ut::L':1LUU.11U Du~u1.i..io11 o'-.a'-.lv11, and ef~orts to attract them were minimal. west of City Hall. The Nor t hern (or e x-Reading) In addition to the purely radial network and Division consists of 7 lines converging from the commuter-oriented schedules, there were organiza­ north into the elevated Reading Terminal which is tional problems: private railroads, which were usu­ east of City Hall. The entire network has a length ally not fully compensated for passenger services, of 344 km (214 mil, 189 stations, and a fleet of 343 Vuchic and Kikuchi 53 Western Division Lines Northern Division Line s (Ex-Pennsylvania lines) (Ex-Reading lines) AP: Airport NO : Norristown MH: Marcus Hook rw: r.h~ s tn11t Hill West WC: West Che ster CE: Chestnut Hill East PA: Paoli DO: Do ylestown IR: Ivy Ridge WA: Warminster TR: Trenton NE: Ne wtown 5 10 mile• FIGURE 1 Philadelphia regional high speed lines (RHSL) network.
Recommended publications
  • RAILROAD COMMUNICATIONS Amtrak
    RAILROAD COMMUNICATIONS Amtrak Amtrak Police Department (APD) Frequency Plan Freq Input Chan Use Tone 161.295 R (160.365) A Amtrak Police Dispatch 71.9 161.295 R (160.365) B Amtrak Police Dispatch 100.0 161.295 R (160.365) C Amtrak Police Dispatch 114.8 161.295 R (160.365) D Amtrak Police Dispatch 131.8 161.295 R (160.365) E Amtrak Police Dispatch 156.7 161.295 R (160.365) F Amtrak Police Dispatch 94.8 161.295 R (160.365) G Amtrak Police Dispatch 192.8 161.295 R (160.365) H Amtrak Police Dispatch 107.2 161.205 (simplex) Amtrak Police Car-to-Car Primary 146.2 160.815 (simplex) Amtrak Police Car-to-Car Secondary 146.2 160.830 R (160.215) Amtrak Police CID 123.0 173.375 Amtrak Police On-Train Use 203.5 Amtrak Police Area Repeater Locations Chan Location A Wilmington, DE B Morrisville, PA C Philadelphia, PA D Gap, PA E Paoli, PA H Race Amtrak Police 10-Codes 10-0 Emergency Broadcast 10-21 Call By Telephone 10-1 Receiving Poorly 10-22 Disregard 10-2 Receiving Well 10-24 Alarm 10-3 Priority Service 10-26 Prepare to Copy 10-4 Affirmative 10-33 Does Not Conform to Regulation 10-5 Repeat Message 10-36 Time Check 10-6 Busy 10-41 Begin Tour of Duty 10-7 Out Of Service 10-45 Accident 10-8 Back In Service 10-47 Train Protection 10-10 Vehicle/Person Check 10-48 Vandalism 10-11 Request Additional APD Units 10-49 Passenger/Patron Assist 10-12 Request Supervisor 10-50 Disorderly 10-13 Request Local Jurisdiction Police 10-77 Estimated Time of Arrival 10-14 Request Ambulance or Rescue Squad 10-82 Hostage 10-15 Request Fire Department 10-88 Bomb Threat 10-16
    [Show full text]
  • United States District Court Southern District of Ohio Western Division
    Case: 1:05-cv-00437-MHW Doc #: 155 Filed: 03/15/13 Page: 1 of 10 PAGEID #: <pageID> UNITED STATES DISTRICT COURT SOUTHERN DISTRICT OF OHIO WESTERN DIVISION American Premier Underwriters, Inc., Plaintiff, Case No. 1:05cv437 v. Judge Michael R. Barrett General Electric Company, Defendant. OPINION & ORDER This matter is before the Court upon Defendant General Electric Company’s (“GE”) Motion for Summary Judgment on the Merits. (Doc. 92). Plaintiff American Premier Underwriters, Inc.’s (“APU”) filed a Memorandum in Opposition (Doc. 123), and GE filed a Reply (Doc. 142). GE has also filed a Notice of Supplemental Authority (Doc. 148), to which APU filed a Response (Doc. 149) and GE filed a Reply (Doc. 150). I. BACKGROUND Plaintiff APU is the successor to the Penn Central Transportation Company (“Penn Central”). This action arises from contamination at four rail yards operated by Penn Central prior to April 1, 1976: (1) the Paoli Yard, located in Paoli, Pennsylvania; (2) the South Amboy Yard, located in South Amboy, New Jersey; (3) Sunnyside Yard, located in Long Island, New York; and (4) Wilmington Shops and related facilities, located in Wilmington, Delaware. During the period when Penn Central operated these rail yards, it owned and used passenger rail cars with transformers manufactured by Defendant GE. APU claims the GE transformers contaminated the rail yards by leaking polychlorinated biphenyls (“PCBs”). The PCBs were contained in “Pyranol,” which was Case: 1:05-cv-00437-MHW Doc #: 155 Filed: 03/15/13 Page: 2 of 10 PAGEID #: <pageID> the trade name of the fluid used by GE in the transformers as a cooling and insulating fluid.
    [Show full text]
  • Geospatial Analysis: Commuters Access to Transportation Options
    Advocacy Sustainability Partnerships Fort Washington Office Park Transportation Demand Management Plan Geospatial Analysis: Commuters Access to Transportation Options Prepared by GVF GVF July 2017 Contents Executive Summary and Key Findings ........................................................................................................... 2 Introduction .................................................................................................................................................. 6 Methodology ................................................................................................................................................. 6 Sources ...................................................................................................................................................... 6 ArcMap Geocoding and Data Analysis .................................................................................................. 6 Travel Times Analysis ............................................................................................................................ 7 Data Collection .......................................................................................................................................... 7 1. Employee Commuter Survey Results ................................................................................................ 7 2. Office Park Companies Outreach Results ......................................................................................... 7 3. Office Park
    [Show full text]
  • Crisis Planning & Management
    CRISIS PLANNING AND MANAGEMENT SEPTA SILVERLINER V ISSUE JEFFREY D. KNUEPPEL, PE GENERAL MANAGER CRISIS PLANNING & MANAGEMENT REGIONAL SERVICE PROFILE • 13 Regional Rail lines with over 150 stations • Regional Rail Ridership over 37M annually and has increased 52% since 1998 • 770 trains per day on weekdays (570 per day on weekends) • Total track miles: 474 – 234 SEPTA track miles – 240 Amtrak track miles CRISIS PLANNING & MANAGEMENT OVERVIEW - CHRONOLOGY • June 29th: Inspector notices a problem with a Silverliner V car and removes it from service for further evaluation • June 30th: Silverliner V defect identified at Overbrook Shop • Upon inspection, Vehicle Maintenance personnel found more cracks in several cars which indicated a fleetwide equalizer beam problem • July 1st: Entire 120 car Silverliner V fleet grounded CRISIS PLANNING & MANAGEMENT CONTEXT OF DISCOVERY • Silverliner V’s constitute 30% of Regional Rail fleet • Silverliner V cars are new! • 58% of fleet is 40+ years old! • DNC coming to Philly in 3 weeks • City labor contract expires on 10/31/16!! CRISIS PLANNING & MANAGEMENT EQUALIZER BEAM Equalizer Beam Equalizer ‘Foot’ – welded onto beam Equalizer Seat Equalizer Pad (1/2 inch resilient pad) CRISIS PLANNING & MANAGEMENT WORKING TOGETHER • SEPTA immediately retained LTK Engineers at the start of the Silverliner V issue • Hyundai Rotem, SEPTA, and LTK worked cooperatively on computer modeling, metallurgical evaluation, vehicle instrumentation and developed temporary and then permanent repair schemes CRISIS PLANNING & MANAGEMENT
    [Show full text]
  • Atglen Station Concept Plan
    Atglen Station Concept Plan PREPARED FOR: PREPARED BY: Chester County Planning Commission Urban Engineers, Inc. June 2012 601 Westtown Road, Suite 270 530 Walnut Street, 14th Floor ® Chester County Planning Commission West Chester, PA 19380 Philadelphia, PA 19106 Acknowledgements This plan was prepared as a collaboration between the Chester County Planning Commission and Urban Engineers, Inc. Support in developing the plan was provided by an active group of stakeholders. The Project Team would like to thank the following members of the Steering Advisory and Technical Review Committees for their contributions to the Atglen Station Concept Plan: Marilyn Jamison Amtrak Ken Hanson Amtrak Stan Slater Amtrak Gail Murphy Atglen Borough Larry Lavenberg Atglen Borough Joseph Hacker DVRPC Bob Garrett PennDOT Byron Comati SEPTA Harry Garforth SEPTA Bob Lund SEPTA Barry Edwards West Sadsbury Township Frank Haas West Sadsbury Township 2 - Acknowledgements June 2012 Atglen Station Concept Plan Table of Contents Introduction 5 1. History & Background 6 2. Study Area Profi le 14 3. Station Site Profi le 26 4. Ridership & Parking Analysis 36 5. Rail Operations Analysis 38 6. Station Concept Plan 44 7. Preliminary Cost Estimates 52 Appendix A: Traffi c Count Data 54 Appendix B: Ridership Methodology 56 Chester County Planning Commission June 2012 Table of Contents - 3 4 - Introduction June 2012 Atglen Station Concept Plan Introduction The planning, design, and construction of a new passenger rail station in Atglen Borough, Chester County is one part of an initiative to extend SEPTA commuter service on the Paoli-Thorndale line approximately 12 miles west of its current terminus in Thorndale, Caln Township.
    [Show full text]
  • Sharing the Spirit of Innovation
    00_TRN_284_TRN_284 3/7/13 2:59 PM Page C1 JANUARY–FEBRUARY 2013 NUMBER 284 TR NEWS Sharing the Spirit of Innovation Examples from the States Plus: Solving Highway Congestion Lessons for Climate Change Mapping Natural Hazmats 00_TRN_284_TRN_284 3/7/13 2:59 PM Page C2 TRANSPORTATION RESEARCH BOARD 2013 EXECUTIVE COMMITTEE* Chair: Deborah H. Butler, Executive Vice President, Planning, and CIO, Norfolk Southern Corporation, Norfolk, Virginia National Academy of Sciences Vice Chair: Kirk T. Steudle, Director, Michigan Department of Transportation, Lansing National Academy of Engineering Executive Director: Robert E. Skinner, Jr., Transportation Research Board Institute of Medicine National Research Council Victoria A. Arroyo, Executive Director, Georgetown Climate Center, and Visiting Professor, Georgetown University Law Center, Washington, D.C. The Transportation Research Board is one Scott E. Bennett, Director, Arkansas State Highway and Transportation Department, Little Rock of six major divisions of the National William A. V. Clark, Professor of Geography (emeritus) and Professor of Statistics (emeritus), Department of Geography, University of California, Los Angeles Research Council, which serves as an James M. Crites, Executive Vice President of Operations, Dallas–Fort Worth International Airport, Texas independent adviser to the federal gov- John S. Halikowski, Director, Arizona Department of Transportation, Phoenix ernment and others on scientific and Paula J. C. Hammond, Secretary, Washington State Department of Transportation, Olympia technical questions of national impor- Michael W. Hancock, Secretary, Kentucky Transportation Cabinet, Frankfort tance, and which is jointly administered Susan Hanson, Distinguished University Professor Emerita, School of Geography, Clark University, Worcester, by the National Academy of Sciences, the Massachusetts National Academy of Engineering, and Steve Heminger, Executive Director, Metropolitan Transportation Commission, Oakland, California the Institute of Medicine.
    [Show full text]
  • Specification for the Suburban Station Revenue Equipment Maintenance (Rem) and Accessible Travel Center (Atc) Expansion Project
    SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY 1234 MARKET STREET, PHILADELPHIA, PA 19107 SPECIFICATION FOR THE SUBURBAN STATION REVENUE EQUIPMENT MAINTENANCE (REM) AND ACCESSIBLE TRAVEL CENTER (ATC) EXPANSION PROJECT SPECIFICATION # F-A-16-12 DATE: September 2016 SPECIFICATION FOR THE SUBURBAN STATION REVENUE EQUIPMENT MAINTENANCE (REM) AND ACCESSIBLE TRAVEL CENTER (ATC) EXPANSION PROJECT DIVISION 1 – GENERAL REQUIREMENTS 01010 – Summary of Work 01010-1 to 01010-7 01011 – Summary of Project 01011-1 to 01011-3 01025 – Measurements and Payment 01025-1 to 01025-1 01041 – Project Coordination 01041-1 to 01041-4 01045 – Cutting and Patching 01045-1 to 01045-4 01060 – Regulatory Requirements and Safety 01060-1 to 01060-19 01065 – Railroad Safety Requirements 01065-1 to 01065-6 01100 – Special Project Procedures 01100-1 to 01100-2 01200 – Project Progress Meetings 01200-1 to 01200-3 01300 – Submittals 01300-1 to 01300-8 01305 – Requests for Information 01305-1 to 01305-3 01380 – Construction Photographs 01380-1 to 01380-2 01400 – Inspection and Test Plans 01400-1 to 01400-6 01500 – Construction Facilities & Temporary Controls 01500-1 to 01500-5 01505 – Mobilization 01505-1 to 01505-2 01580 – Project Identification and Directional Signage 01580-1 to 01580-4 01600 – Material and Equipment 01600-1 to 01600-3 01700 – Contract Closeout 01700-1 to 01700-3 01710 – Final Cleaning 01710-1 to 01710-3 01720 – Project As-Built Documents 01720-1 to 01720-4 01830 – Operation and Maintenance Data 01830-1 to 01830-5 DIVISION 2 – SITE WORK 02060 – Demolition
    [Show full text]
  • Table of Contents
    DESIGN CRITERIA SOUTHEASTERN PENNSYLVANIA TRANSPORTATION AUTHORITY 1234 MARKET STREET PHILADELPHIA, PENNSYLVANIA 19107 SEPTA FRAZER SHOP & YARD EXPANSION STV INCORPORATED 1818 MARKET STREET, SUITE 1410 PHILADELPHIA, PA 19103-3616 NOVEMBER 25, 2015 This Page Intentionally Blank SEPTA Frazer Shop & Yard Design Criteria Chapter Table of Contents CHAPTER TABLE OF CONTENTS Page 1.0 General 5 1.1 Introduction 5 1.2 Design Codes 5 1.3 Frazer Functional Design Criteria 6 1.3.1 Design Life 6 1.3.2 Service Proven 6 1.3.3 Project Integration 6 2.0 Environmental 7 2.1 Introduction 7 2.2 Design Codes 7 2.3 Frazer Design Criteria 7 3.0 Operations 9 3.1 Introduction 9 3.2 Codes 10 3.3 Frazer Operations Criteria 10 3.3.1 General Requirements 10 3.3.2 Temporary Structures 10 3.3.3 Rail Equipment 10 3.3.4 Railroad Operations 11 3.3.5 Construction Plans 12 3.3.6 Railroad Flagging; De-Energizing the Overhead Contact System 12 3.3.7 Construction Work Windows (Package 1 Only) 13 4.0 Civil 15 4.1 Introduction 15 4.2 Design Codes 15 4.3 Frazer Design Criteria 16 4.3.1 Roadway Widths 16 4.3.2 Parking Area 16 4.3.3 Lighting 16 4.3.4 Pavement Design 16 4.3.5 Compaction 17 4.3.6 Seeding 17 4.3.7 Drainage, Stormwater Management, and Erosion & 17 Sediment Control November 25, 2015 Page 1 Rev. 00 - Final SEPTA Frazer Shop & Yard Design Criteria Chapter Table of Contents CHAPTER TABLE OF CONTENTS – Continued Page 5.0 Track Alignment and Vehicle Clearance 19 5.1 Introduction 19 5.2 Codes and Standards 19 5.3 Track Alignment 19 5.3.1 Design Speed 19 5.3.2 Horizontal Curvature
    [Show full text]
  • Best Practices and Strategies for Improving Rail Energy Efficiency
    U.S. Department of Transportation Best Practices and Strategies for Federal Railroad Improving Rail Energy Efficiency Administration Office of Research and Development Washington, DC 20590 DOT/FRA/ORD-14/02 Final Report January 2014 NOTICE This document is disseminated under the sponsorship of the Department of Transportation in the interest of information exchange. The United States Government assumes no liability for its contents or use thereof. Any opinions, findings and conclusions, or recommendations expressed in this material do not necessarily reflect the views or policies of the United States Government, nor does mention of trade names, commercial products, or organizations imply endorsement by the United States Government. The United States Government assumes no liability for the content or use of the material contained in this document. NOTICE The United States Government does not endorse products or manufacturers. Trade or manufacturers’ names appear herein solely because they are considered essential to the objective of this report. REPORT DOCUMENTATION PAGE Form Approved OMB No. 0704-0188 Public reporting burden for this collection of information is estimated to average 1 hour per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden, to Washington Headquarters Services, Directorate for Information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302, and to the Office of Management and Budget, Paperwork Reduction Project (0704-0188), Washington, DC 20503.
    [Show full text]
  • Septa Rail Transit & Frequent Bus Network
    SEPTA RAIL TRANSIT & TO TO IONAL R LANSDALE/DOYLESTOWN WARMINSTER G AI TO E L WEST TRENTON, NJ CEDARBROOK PLAZA R CONTINUES TO NESHAMINY MALL FREQUENT BUS NETWORK GLENSIDE WEST TRENTON LINE CHELTENHAM-OGONTZ FOX CHASE SOMERTON STATION OGONTZ AV FOX CHASE EASTON RD JENKINTOWN WYNCOTE NESHAMINY MALL BUSTLETON AV THOURON ST OXFORD AV INTERPLEX FERN ROCK CHESTNUT CHESTNUT HILL EAST TRAN. CENTER PENNYPACK UPSAL AV SOUTHAMPTON HILL CONTINUES TO STENTON AV 5TH-GODFREY PARK PLYMOUTH MEETING B COTTMAN AV RED LION R E IG O IN FOX CHASE LINE CONTINUES TO N H H S A L W PE D ET FRANKFORD-KNIGHTS TO E CHESTNUT HILL WEST STRE GRANT D RISING SUN AV IS US B R L CHEW AV OLNEY T.C. OLNEY AV I R N O E WELSH NORRISTOWN N CHESTNUT HILL EAST LINE GREGG RHAWN FRANKFO ET- RD K L R IN FRANKFORD AV A E LOGAN M COTTMAN FRANKFORD GERMANTOWN AV TRAN. CENTER NORRISTOWN CHESTNUT HILL WEST LINE WYOMING US TO 5TH B BRIDGEPORT TRAN. CENTER TRENTON, NJ KING OF PRUSSIA/ COTTMAN AV CONTINUES TO VALLEY FORGE ROOSEVELT BLVD FRANKFORD-GREGG WISSAHICKON WAYNE TORRESDALE- DEKALB VALLEY PARK JUNCTION HUNTING PARK ARROTT T.C. R COTTMAN EG IL MANAYUNK/NORRISTOWN LINE IONAL RA HUNTING PARK AV SCHUYLKIL CHURCH TORRESDALE AV L RIVER 23RD- ERIE HUGHES PARK VENGANGO CONTINUES TO ERIE AV ERIE-TORRESDALE BAKERS CENTRE TRENTON LINE GULPH MILLS CONTINUES HENRY-MIDVALE/ WISSAHICKON T.C. TIOGA ALLEGHENY AV ALLEGHENY R MATSONFORD E IL GERMANTOWN AV G A CONTINUES TO 27TH- IONAL R GLADWYNE 35TH-ALLEGHENY SOMERSET ALLEGHENY AV COUNTY LINE ALLEGHENY CYNWYD ALLEGHENY << 6TH 5TH >> NORTH HUNTINGDON NORTH TO RADNOR PAOLI/THORNDALE LINE PHILADELPHIA PAOLI/ PHILADELPHIA THORNDALE RICHMOND- CONTINUES TO 29TH 22ND LANKENAU MEDICAL CENTER NORTH BROAD WESTMORELAND VILLANOVA YORK-DAUPHIN ROLLEY 63RD- SUSQUEHANNA- T MALVERN FAIRMOUNT DAUPHIN STADIUM PARK TEMPLE U.
    [Show full text]
  • Chestnut Hill West Line Public Timetable Layout 1
    FareServices Train Number 810 814 818 822 826 830 834 838 842 846 850 854 858 862 866 870 8234 STATION LOCATIONS CONNECTING SERVICES* Zone Ê*ËStations AM AM AM AM AM PMPMPMPMPMPMPMPMPMPMPMPM 2 DDChestnut Hill West 7:23 8:23 9:23 10:23 11:23 12:23 1:23 2:23 3:23 4:23 5:23 6:23 7:23 8:23 9:23 10:11 10:54 CHESTNUT HILL WEST 2 D Highland F7:24 F8:24 F9:24 F10:24 F11:24 F12:24 F1:24 F2:24 F3:24 F4:24 F5:24 F6:24 F7:24 F8:24 F9:24 10:12 10:55 215-247-3834 23, 77, 94, 97, L 2 D St. Martins 7:25 8:25 9:25 10:25 11:25 12:25 1:25 2:25 3:25 4:25 5:25 6:25 7:25 8:25 9:25 10:13 10:56 Germantown & Evergreen Aves CHESTNUT HILL 2 DDAllen Lane 7:27 8:27 9:27 10:27 11:27 12:27 1:27 2:27 3:27 4:27 5:27 6:27 7:27 8:27 9:27 10:15 10:58 2 D Carpenter 7:28 8:28 9:28 10:28 11:28 12:28 1:28 2:28 3:28 4:28 5:28 6:28 7:28 8:28 9:28 10:16 10:59 HIGHLAND RAIL REGIONAL 2 D Upsal 7:29 8:29 9:29 10:29 11:29 12:29 1:29 2:29 3:29 4:29 5:29 6:29 7:29 8:29 9:29 10:17 11:00 Seminole & Highland Aves 2 D Tulpehocken 7:31 8:31 9:31 10:31 11:31 12:31 1:31 2:31 3:31 4:31 5:31 6:31 7:31 8:31 9:31 10:19 11:02 ST.
    [Show full text]
  • Regional Rail
    Chestnut HillEastLinePublicTimetable_Layout125/13/201610:30AMPage1 SATURDAYS, SUNDAYS and MAJOR HOLIDAYS Fare Services Train Number 7409 7413 7417 7421 7425 7429 7433 7437 7441 7445 7449 7453 7457 7461 7465 7469 7473 Zone Ê*Ë Stations AM AM AM AM AM AM PMPMPMPMPMPMPMPMPMPMPM 2 D Chestnut Hill East 6:20 7:20 8:20 9:20 10:20 11:20 12:20 1:20 2:20 3:20 4:20 5:20 6:20 7:20 8:20 9:20 10:20 2 D Gravers 6:22 7:22 8:22 9:22 10:22 11:22 12:22 1:22 2:22 3:22 4:22 5:22 6:22 7:22 8:22 9:22 10:22 2 D Wyndmoor 6:23 7:23 8:23 9:23 10:23 11:23 12:23 1:23 2:23 3:23 4:23 5:23 6:23 7:23 8:23 9:23 10:23 2 Mount Airy 6:25 7:25 8:25 9:25 10:25 11:25 12:25 1:25 2:25 3:25 4:25 5:25 6:25 7:25 8:25 9:25 10:25 2 D Sedgwick 6:26 7:26 8:26 9:26 10:26 11:26 12:26 1:26 2:26 3:26 4:26 5:26 6:26 7:26 8:26 9:26 10:26 2 D Stenton 6:27 7:27 8:27 9:27 10:27 11:27 12:27 1:27 2:27 3:27 4:27 5:27 6:27 7:27 8:27 9:27 10:27 2 D Washington Lane 6:29 7:29 8:29 9:29 10:29 11:29 12:29 1:29 2:29 3:29 4:29 5:29 6:29 7:29 8:29 9:29 10:29 1 D Germantown 6:33 7:33 8:33 9:33 10:33 11:33 12:33 1:33 2:33 3:33 4:33 5:33 6:33 7:33 8:33 9:33 10:33 1 Wister 6:35 7:35 8:35 9:35 10:35 11:35 12:35 1:35 2:35 3:35 4:35 5:35 6:35 7:35 8:35 9:35 10:35 1 D Wayne Junction 6:38 7:38 8:38 9:38 10:38 11:38 12:38 1:38 2:38 3:38 4:38 5:38 6:38 7:38 8:38 9:38 10:38 C D Temple University 6:43 7:43 8:43 9:43 10:43 11:43 12:43 1:43 2:43 3:43 4:43 5:43 6:43 7:43 8:43 9:43 10:43 TO CENTER CITY C DDJefferson Station 6:50 7:50 8:50 9:50 10:50 11:50 12:50 1:50 2:50 3:50 4:50 5:50 6:50 7:50 8:50 9:50 10:50 C DDSuburban
    [Show full text]