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Final Point of Access Study
Prepared for: I-95/Scudder Falls Bridge Improvement Project Technical Memorandum No. 28 FINAL POINT OF ACCESS STUDY Contract C-393A, Capital Project No. CP0301A Prepared by: Philadelphia, PA In association with: HNTB Corporation STV Inc. Gannett Fleming, Inc. A.D. Marble & Company Kise Straw & Kolodner, Inc. Riverfront Associates, Inc. November, 2012 1 2 Technical Memorandum No. 28 – Final Point of Access Study Contract C-393A, Capital Project No. CP0301A I-95/Scudder Falls Bridge Improvement Project TABLE OF CONTENTS A. EXECUTIVE SUMMARY, INTRODUCTION AMD REQUIREMENTS ... 1 I. EXECUTIVE SUMMARY ........................................................................ 1 Purpose of Access......................................................................... 1 Summary of Findings .................................................................... 2 II. INTRODUCTION .................................................................................. 7 Project Description .............................................................. 7 Study Area Description ........................................................ 7 Project Area Description .................................................... 10 Project Purpose and Need .................................................. 11 III. REQUIREMENTS FOR APPROVAL OF ACCESS ..................................... 12 B. ENGINEERING STUDY ............................................................. 17 I. CURRENT CONDITIONS ........................................................... 17 Roadway Network -
Our Aging Interstates
Our Aging Interstates Pennsylvania’s more than 2,700 miles of interstate highways snake into every corner of the state, carrying 1.8 million commuters a day and making the Commonwealth one of the busiest corridors for all those consumer goods people are buying from their phones this Christmas. With the fourth-largest interstate system in the country, including the 63 miles in the Lehigh Valley, Pennsylvania has long been the envy of other states, but now its interstates are deteriorating faster than they can be repaired, Pennsylvania Department of Transportation (PennDOT) Highway Delivery Division Chief Melissa J. Batula said during a report to the Lehigh Valley Transportation Study (LVTS) and Freight Advisory Committee earlier this month. That includes Interstate 78 in the Lehigh Valley, where 62 percent of the roadway surface is rated to be in fair or poor condition, while just $8 million of the $259 million requested for “priority” projects has been programmed on the state’s 12-year plan for interstates. “We have a backlog of $251 million in the Lehigh Valley. We’re severely underfunded,” Batula said. “And that’s just what we need to keep the lights on. We’ve got to start talking about this amongst ourselves.” Those discussions won’t come easy. A report by the Interstate Steering Committee states that $13.8 billion in projects have been identified as priorities, while just $7.3 billion has been slated to be spent over the next 12 years, leaving about 188 “priority” projects unfunded. The ratio is even worse in the Lehigh Valley, where the more than 22,000 trucks daily – the second-highest statewide behind only I-81 – takes a greater toll on the roadway. -
Gregor Weichbrodt on the Road 0X0a
0x0a On the Road Gregor Weichbrodt On the Road Gregor Weichbrodt 0x0a © 2014 Gregor Weichbrodt All rights reserved. www.ggor.de CONTENTS About this book ........................ 5 Chapter 1 ............................... 7 Chapter 2 .............................. 23 Chapter 3 .............................. 41 Chapter 4 .............................. 53 ABOUT THIS BOOK Based on the novel “On the Road” by Jack Kerouac and Google Maps Direction Service. The exact and approximate spots Kerouac traveled and described are taken from the book and parsed by Google Direction Service API. The chapters match those of the original book. Gregor Weichbrodt January 2014 www.ggor.de 7 CHAPTER 1 Head northwest on W 47th St toward 7th Ave. Take the 1st left onto 7th Ave. Turn right onto W 39th St. Take the ramp onto Lincoln Tunnel. Parts of this road are closed Mon–Fri 4:00 – 7:00 pm. Entering New Jersey. Continue onto NJ-495 W. Keep right to continue on NJ-3 W, follow signs for New Jersey 3 W/Garden State Parkway/Secaucus. Take the New Jersey 3 W exit on the left toward Clifton. Merge onto NJ-3 W. Slight right onto the Garden State Pkwy N ramp. Merge onto Garden State Pkwy. Take exit 155P on the left to merge onto NJ-19 N toward I-80/ Paterson. Turn left onto Cianci St. Turn right onto Market St. Head west on Market St toward Washington St. Turn left onto Main St. Turn right onto County Rd 509 S. Take the Interstate 80 E ramp. Merge onto I-80 E. Take exit 62A-62B toward Saddle 9 Brook/Saddle River Rd/Garden State Pkwy. -
FFY 2009 Interstate TIP Highway & Bridge
FFY 2009 Interstate TIP Highway & Bridge Original US DOT Approval Date: 10/01/2008 Current Date: 06/30/2010 Allegheny MPMS #: 74919 Municipality: Glenfield (Boro) Title: SR 65 @ NI Ramps Route:65 Section: A38 A/Q Status: Exempt Improvement Type: Reconstruct Exempt Code: Pavement resurfacing and/or rehabilitation Est. Let Date: 06/26/2009 Actual Let Date: 06/26/2009 Geographic Limits: Located on SR 65/I79 Neville Island Interchange (9 structures), Glenfield Borough, Allegheny County Narrative: Pavement reconstruction and crack sealing. Bridge preservation work to include; dam repair, deck repairs, latex overlay, minor abutment repairs, and bearing repairs. Located on SR 65/I79 Neville Island Interchange (9 structures), Glenfield Borough, Allegheny County TIP Program Years ($000) Phase Fund FY 2009 FY 2010 FY 2011 FY 2012 2nd 4 Years 3rd 4 Years CONBOO $9,047 $0 $0 $0 $0 $0 CONIM $12,092 $0 $0 $0 $0 $0 CON185 $1,005 $0 $0 $0 $0 $0 CON581 $1,344 $0 $0 $0 $0 $0 $23,487 $0 $0 $0 $0 $0 Total FY 2009-2012 Cost $23,487 MPMS #: 26926 Municipality: Title: I79 Ohio Rvr N to 279 Route:79 Section: 35M A/Q Status: Improvement Type: Restoration Est. Let Date: 12/08/2006 Actual Let Date: 12/08/2006 Geographic Limits: Located on I-79 from the Neville Bridge to the I279 north interchange in Boroughs of Glenfield, Sewickley Hills Narrative: Located on I-79 from the Neville Bridge to the I279 north interchange Glenfield, Sewickley Hills, and Franklin Park Boro; Aleppo, Neville and Ohio Twps in Allegheny County Reconstruction of concrete pavement TIP Program Years ($000) Phase Fund FY 2009 FY 2010 FY 2011 FY 2012 2nd 4 Years 3rd 4 Years CONIM $2,340 $0 $0 $0 $0 $0 CON581 $260 $0 $0 $0 $0 $0 $2,600 $0 $0 $0 $0 $0 Total FY 2009-2012 Cost $2,600 Page 1 of 100 FFY 2009 Interstate TIP Highway & Bridge Original US DOT Approval Date: 10/01/2008 Current Date: 06/30/2010 Allegheny MPMS #: 26924 Municipality: Title: I-79 Kirwin Heights-I279 Route:79 Section: A12 A/Q Status: Improvement Type: Restoration Est. -
(CM/CI) Rapid Bridge Replacement Project Magnitude, Challenges & Technology Date: March 28, 2018
Construction Management/Construction Inspection (CM/CI) Rapid Bridge Replacement Project Magnitude, Challenges & Technology Date: March 28, 2018 www.trcsolutions.com | Pittsburgh Section Presenters Scott Gallaher, PG SVP Infrastructure, CEI/CIM Practice Lead [email protected] Richard Shoemaker VP – Principle Manager – CEI, Construction Engineering Group [email protected] Colby Dressler, PE Project Manager/Construction Engineer [email protected] Robert Horwhat, PE Director Structural Materials Inspection [email protected] www.trcsolutions.com 2 Agenda TRC PA Rapid Bridge Project Relevant Projects Polyester Polymer Concrete P3 Materials Inspections Conclusions (Takeaways) www.trcsolutions.com 3 Company Fact Sheet About TRC A pioneer in groundbreaking scientific and engineering developments since the 1960s, TRC is a national engineering, environmental consulting and construction management firm providing integrated services to the power, oil and gas, environmental and infrastructure markets. From more than 120 offices throughout the U.S., our 4,100 employees serve a broad range of commercial, industrial and government clients, implementing complex projects from initial concept to operations. Employees 4,100 Headquarters Lowell, Massachusetts Locations 120 U.S. Office; U.K Office, China (Shanghai) Office, Canada Office ENR Top 500 Design Firm Rank 23 Businesses While we work in a broad range of industries our focus is on the Environmental, Power/Utility, Oil and Gas and Transportation sectors. Services span categories including: Power Oil & Gas Environment al 4 Infrastructure www.trcsolutions.com TRC Offices . 4100+ employees . 120+ U.S. offices; London and Shanghai office www.trcsolutions.com 5 Infrastructure Highways and Roadways | Bridges | Utilities, Sewers and Water Lines | Railroads | Building Structures . Roadway and Bridge Engineering Design . -
Phase 1 Study
DELAWARE RIVER JOINT TOLL BRIDGE COMMISSION SOUTHERLY CROSSINGS CORRIDOR STUDY PHASE I TRANSPORTATION STUDY Prepared for: DELAWARE RIVER JOINT TOLL BRIDGE COMMISSION Prepared by: THE LOUIS BERGER GROUP, INC. EAST ORANGE, NEW JERSEY June 2002 TABLE OF CONTENTS Southerly Crossings Corridor Study TABLE OF CONTENTS Page EXECUTIVE SUMMARY.............................................................Executive Summary Page 1 1.0 INTRODUCTION AND STUDY METHODOLOGY.............................................1-1 1.1 Background.........................................................................................1-1 1.2 Objectives of the Southerly Crossings Corridor Study .....................................1-3 1.3 Traffic Forecasting & Analysis Methodology................................................1-3 1.3.1 Overview.............................................................................................................1-3 1.3.2 Travel Demand Forecasting ................................................................................1-4 1.4 Alternatives Development and Screening .....................................................1-7 1.5 Alternatives Analysis-Measures of Effectiveness .......................................... 1-10 1.5.1 Level of Service...............................................................................................1-10 1.5.2 Construction Cost Estimates............................................................................1-11 2.0 EXISTING CONDITIONS ..............................................................................2-1 -
2019 ANNUAL REPORT ‘BRIDGES AS ART’ Ì Northampton Street Toll-Supported Bridge TABLE of CONTENTS
2019 ANNUAL REPORT ‘BRIDGES AS ART’ Ì Northampton Street Toll-Supported Bridge TABLE OF CONTENTS EXECUTIVE DIRECTOR’S MESSAGE ........................................... 3 MAP/MISSION ......................................................................... 4 COMMISSIONERS/ABOUT THE COMMISSION ............................ 5 STAFF ..................................................................................... 6 BRIDGES AS ART ..................................................................... 9 SCUDDER FALLS .....................................................................12 OLD SCUDDER FALLS BRIDGE ..................................................26 OTHER PROJECTS ..................................................................38 YEAR IN REVIEW .....................................................................44 STATEMENTS OF NET POSITION .............................................51 TRAFFIC COUNTS ...................................................................52 Ì Centre Bridge-Stockton Toll-Supported Bridge 1 PHOTOGRAPHY/GRAPHICS CREDITS A variety of in-house, amateur, contractor, mass media, and governmental/institutional photographic/graphic resources were used to publish this annual report. Aside from the Bridges as Art depictions, contributors to this report included: Ron Saari; Trenton Evening Times; Justin Bowers; Trenton Public Library’s Trentoniana Room; McCormick Taylor; Jed Varju; Stokes Creative Group; AECOM; Joseph Jingoli & Son, Inc.; Trumbull Corporation; Jacobs Engineering Group, Inc.; Gannett Fleming; -
Lehigh Valley West
Hamburg CORE5 LOGISTICS CENTER AT LEHIGH VALLEY WEST 180 380 80 81 80 Berwick TORONTO N.H. 80 VT. 209 Hazleton SYRACUSE 476 33 80 BOSTON NEW YORK 150 miles 35 522 86 R.I . Easton Pottsville 22 PEN NSYLVAN IA 79 81 78 Bethlehem Wilkes-Barre 84 Allentown 15 80 CORE5 LOGISTICS CENTER 78 309 AT LEHIGH VALLEY WEST80 NEW YORK 61 81 Allentown 322 PITTSBURGH 78 OHIO 611 99 HARRISBUR G 78 476 N. J. Carlisle Bedford PHILADELPHIA 22 222 76 83 202 70 81 York CORE5 LOGISTICS CENTER AT Reading 68 MA RYLAN D 95 Harrisburg BALTIMORE Ewing ATLANTI C 81 OCEA N 581 11 76 176 WEST VI RGIN IA WASHINGTON, DC 283 LEHIGH VALLEY WEST Carlisle 476 1 Ephrata 422 276 Levittown DE. Norristown 63 13 Route 61 & Zweizig Road, Hamburg, Berks County, Pennsylvania 95 76 295 202 15 83 30 Lancaster 30 ©2013 CALIPER; ©2012 NAVTEQ VI RGINIA 81 RICHMOND NORFOLK Jones Lang LaSalle Jason Webb Maria Ratzlaff 4999 Louise Drive, Suite 202 John Leinbaugh 717.791.2207 717.791.2210 Mechanicsburg, PA 17055 Vice President Investments [email protected] [email protected] 78 717.791.2200 O 972.362.873 C 214.534.7899 jll.com [email protected] © Copyright 2017 Core5 Industrial Partners, LLC. All rights reserved. CORE5, CORE5 INDUSTRIAL PARTNERS, and the stylized “C” CORE5 INDUSTRIAL PARTNERS design / logo are service marks of Core5 Industrial Partners, LLC for its real estate services, namely, acquisition, rental, brokerage, development, leasing, and management of industrial real estate property. These marks may not be used without express permission of Core5 Industrial Partners, LLC. -
Travel Directions to Stevens
Travel Directions to Stevens Hoboken is approximately one square mile in area and is located on the New Jersey bank of the Hudson River between the Holland and Lincoln Tunnels. By Public Transportation From New York Bus: Take NJ Transit Bus No. 126, or the Academy Bus, from the Port Authority Bus Terminal at 8th Ave. and 40th Street. The bus goes directly to Hoboken and travels down Washington Street. From New York City, buses stop on even numbered streets. Please exit at 8th Street for main campus or 6th Street for academic buildings and walk east across Washington Street. Subway: Take Port Authority Trans Hudson (PATH) subway, marked Hoboken. Stations are located on 6th Avenue at 33rd, 23rd, 14th, and 9th Streets, and at Christopher and Hudson Streets. Once in Hoboken, take a local Washington Street bus, taxi or walk uptown to 6th Street and turn right (east) for the campus. Ferry: Take a NYWaterway ferry from Pier A at Battery Park, Pier 11 on Wall Street in Manhattan, the World Financial Center in Downtown Manhattan, or Pier 78 (week- ends only) at West 38th Street and 12th Avenue in Manhattan to the Hoboken South Terminal. From the Hoboken South Terminal take a local Washington Street bus, taxi or walk uptown to 6th Street and turn right (east) for the campus. Ferries from Pier 78 (everyday) also arrive at the Hoboken North Terminal (13th Street). From the Hoboken North Terminal take a local Washington Street bus, taxi or walk downtown to 8th Street and turn left (east) for the campus. -
Tp-12 Ramp Closing with Detour
CONES AS REQUIRED, 20 FT ON CENTER 2 MILES +/- SEE NOTE 4 4' X 8 FLASHING 500 FT 500 FT MIN ARROW BOARD CAUTION MODE 500 FT MIN 100 FT MIN 10 CONES S M V S S S C S C S C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C SECOND CONES AS REQUIRED, 20 FT O.C. EXIT VMS FIRST CLOSED EXIT EXIT DETOUR DETOUR DETOUR SEE NOTE 6 VMS CLOSED CLOSED 500 FT AHEAD SEE NOTE 5 OR OR SEE NOTES 7 THROUGH 9 LONG-TERM OVERNIGHT FIRST MESSAGE SECOND MESSAGE FIRST MESSAGE SECOND MESSAGE NOTES: SIX DAYS EXIT XXX STARTING EXIT XXX **DAY** **TIME** IN ADVANCE TO **DAY** TO CLOSE TO 1. SIGN LOCATIONS MAY BE ADJUSTED IN THE FIELD A MAXIMUM OF 50 FEET IN EITHER DIRECTION. CLOSE **TIME** OVERNITE **DAY** **TIME** 2. LEFT EXIT CLOSINGS SIMILAR. FIRST MESSAGE SECOND MESSAGE FIRST MESSAGE SECOND MESSAGE DURING EXIT XXX FOLLOW EXIT XXX FOLLOW 3. SEE STANDARD DRAWING TP-18 FOR ADDITIONAL PROVISIONS ON PORTABLE VARIABLE MESSAGE SIGNING AND MPT REQUIREMENTS. SCHEDULED WORK CLOSED DETOUR CLOSED DETOUR 4. THE CLOSING IS TO EXTEND INTO THE UPSTREAM SHOULDER. 2 MI 2 MI 5. THE FIRST VMS MAY BE OMITTED IF ITS ENVIRONMENT IN A DUALIZED ROADWAY HAS THE POTENTIAL TO PROVIDE A CONFLICTING MESSAGE TO PORTABLE VARIABLE MESSAGE SIGN LEGENDS THE ROADWAY WHOSE RAMP WILL NOT BE CLOSED. 6. IN ADDITION TO THE PORTABLE VARIABLE MESSAGE SIGN UNIT LOCATED APPROXIMATELY 2 MILES UPSTREAM FROM THE RAMP CLOSING, A LEGEND: SECOND PORTABLE VARIABLE MESSAGE SIGN UNIT SHALL BE PLACED AT THE EXIT RAMP FOR USE 6 DAYS PRIOR TO THE SCHEDULED WORK. -
2018 Annual Report
2018 ANNUAL REPORT TABLE OF CONTENTS MAP/MISSION .......................................................................... 2 DEDICATION: MARK LEARY SR. ................................................. 3 COMMISSIONERS/ABOUT THE COMMISSION ............................... 4 STAFF ..................................................................................... 5 SCUDDER FALLS BRIDGE REPLACEMENT PROJECT ...................... 6 OTHER CAPITAL PROJECTS ......................................................14 TRENTON MAKES SIGN TIMELINE .............................................18 ACCOMPLISHMENTS & YEAR IN REVIEW ....................................28 FORMER COMMISSIONERS .......................................................36 STATEMENTS OF NET POSITION ...............................................39 TRAFFIC COUNTS ....................................................................40 PHOTOGRAPHY/GRAPHICS CREDITS A variety of in-house, amateur, contractor, mass media, and governmental/institutional photographic/graphic resources were used to publish this annual report. The contributors include: Carol Feeley; Jin Wu; Justin Bowers; Trenton Public Library’s Trentoniana Room; Cie Stroud; Chris Harney; McCormick Taylor; Stokes Creative Group; AECOM; GPI; Eye Productions/CBS; Joe Donnelly; Rinker Buck; Alexis Sanicki; Hill International; Gannett Fleming; WSP; TRC; Walt Disney Television/ABC; Trib Total Media, LLC. Front Cover: Justin Bowers, DRJTBC Inside Front Cover: Jin Wu Projects Section Photo: Jin Wu Inside Back Cover: Jin Wu Back -
Toll Facilities in the United States
TOLL FACILITIES US Department IN THE UNITED of Transportation Federal Highway STATES Administration BRIDGES-ROADS-TUNNELS-FERRIES February 1995 Publication No. FHWA-PL-95-034 TOLL FACILITIES US Department of Transporation Federal Highway IN THE UNITED STATES Administration Bridges - Roads - Tunnels - Ferries February 1995 Publication No: FHWA-PL-95-034 PREFACE This report contains selected information on toll facilities in the United States. The information is based on a survey of facilities in operation, financed, or under construction as of January 1, 1995. Beginning with this issue, Tables T-1 and T-2 include, where known: -- The direction of toll collection. -- The type of electronic toll collection system, if available. -- Whether the facility is part of the proposed National Highway System (NHS). A description of each table included in the report follows: Table T-1 contains information such as the name, financing or operating authority, location and termini, feature crossed, length, and road system for toll roads, bridges, tunnels, and ferries that connect highways. -- Parts 1 and 3 include the Interstate System route numbers for toll facilities located on the Dwight D. Eisenhower National System of Interstate and Defense Highways. -- Parts 2 and 4 include a functional system identification code for non-Interstate System toll bridges, roads, and tunnels. -- Part 5 includes vehicular toll ferries. Table T-2 contains a list of those projects under serious consideration as toll facilities, awaiting completion of financing arrangements, or proposed as new toll facilities that are being studied for financial and operational feasibility. Table T-3 contains data on receipts of toll facilities.