Toll Bridge Authority 1937-1977
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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 -
Lewis & Clark Bridge -.:: GEOCITIES.Ws
LONGVIEW BRIDGE HAER No. WA-89 (Lewis & Clark Bridge) (Columbia River Bridge) (Interstate Tol1 Bridge) State Route 433 spanning the Columbia River Langview Cawlitz County Washington > WRITTEN HISTORICAL AND DESCRIPTIVE DATA PHOTDBRAPHS HISTORIC AMERICAN ENGINEERINS RECORD NATIONAL PARK SERVICE DEPARTMENT OF THE INTERIOR P.O. BOX 37127 WASHINGTON, D.C. 20013-7127 r H*E£ HISTORIC AMERICAN ENGINEERING RECORD LONGVIEW BRIDGE (Lewis and Clark Bridge) I- * (Columbia River Bridge) (Interstate Toll Bridge) HAER No. WA-89 Location: State Route 433 spanning the Columbia River between Multnomah County, Oregon and Cowlitz County, Washington; beginning at milepost 0.00 on state route 433. UTM: 10/503650/5106420 10/502670/5104880 Quad: Rainier, Oreg.-Wash, Date of Construction: 1930 Engineer: Joseph B. Strauss, Strauss Engineering Corp., Chicago, IL Fabricator/Builder: Bethlehem Steel Company, Steelton, PA, general contractor Owner: 1927-1935: Columbia River—Longview Bridge Company. 1936-1947: Longview Bridge Company operated by Bethlehem Steel. 1947-1965: Washington Toll Bridge Authority. 1965 to present: Washington Department of Highways, since 1977, Washington State Department of Transportation, Olympia, Washington• Present Use: Vehicular and pedestrian traffic Significance: The Longview Bridge, designed by engineer Joseph B. Strauss, was at time of construction the longest cantilever span in North America with its 1,200' central section. Extreme vertical and horizontal shipping channel requirements requested by Portland, Oregon, as a means to prevent the bridge's construction created the reason for such an imposing structure. Historian: Robert W. Hadlow, Ph.D., August 1993 LONGVIEW BRIDGE • HAER No. WA-89 (Page 2) History of the Bridge The Longview Bridge was built as part of an entrepreneurial dream to make the city of Longviev a thriving Columbia River port city. -
2021 WSTC Tolling Report and Tacoma Narrows Bridge Loan Update
2021 WSTC TOLLING REPORT & TACOMA NARROWS BRIDGE LOAN UPDATE January 2021 2021 WSTC TOLLING REPORT & TACOMA NARROWS BRIDGE LOAN UPDATE TABLE OF CONTENTS Introduction 4 SR 16 Tacoma Narrows Bridge 7 2020 Commission Action 7 2021 Anticipated Commission Action 7 SR 99 Tunnel 8 2020 Commission Action 8 2021 Anticipated Commission Action 8 SR 520 Bridge 9 2020 Commission Action 9 2021 Anticipated Commission Action 9 I-405 Express Toll Lanes & SR 167 HOT Lanes 10 2020 Commission Action 10 2021 Anticipated Commission Action 11 I-405 Express Toll Lanes & SR 167 HOT Lanes Low Income Tolling Program Study 11 Toll Policy & Planning 12 Toll Policy Consistency 12 Planning for Future Performance & Operations 12 Looking Forward To Future Tolled Facilities 13 2021 Tolling Recommendations 14 Summary of Current Toll Rates and Revenues by Facility 16 2021 Tacoma Narrows Bridge Loan Update 17 2019-21 Biennium Loan Estimates 17 2021-23 Biennium Loan Estimates 18 Comparison of Total Loan Estimates: FY 2019 – FY 2030 18 TNB Loan Repayment Estimates 19 2021 Loan Update: Details & Assumptions 20 Factors Contributing to Loan Estimate Analysis 20 Financial Model Assumptions 21 P age 3 2021 WSTC TOLLING REPORT & TACOMA NARROWS BRIDGE LOAN UPDATE INTRODUCTION As the State Tolling Authority, the Washington State Transportation Commission (Commission) sets toll rates and polices for all tolled facilities statewide, which currently include: the SR 520 Bridge, the SR 16 Tacoma Narrows Bridge, the I-405 express toll lanes (ETLs), the SR 167 HOT lanes, and the SR 99 Tunnel. -
History and Aesthetics in Suspension Bridges
History and Aesthetics in Suspension Bridges 1 6-01 john a roebling_150dpi.jpg Today we trace the evolution of steel bridge design from its first American innovator, JA Roebling up through 1930’s New York In the 30’s in New York, despite hard economic times, many huge structures were erected 2 6-02 empire state building_150dpi.jpg The Empire State Building, tallest in the world About which more later 3 6-03 george washington bridge_150dpi.jpg The GW Bridge, longest suspension span by a factor of two, and 4 6-04 bayonne bridge_150dpi.jpg The Bayonne Bridge, longest arch span in the world, barely surpassing the Sydney Harbor Bridge 5 6-05 othmar ammann_150dpi.jpg These last two were both designed by Othmar H. Ammann, the greatest bridge artist to use steel as his material Ammann was born in Bern, graduated 1902 from ETH and 1904 to USA. Worked from 1912-23 for Lindenthal He would study under Karl Ritter protégé of Carl Cullmann The Swiss were uniquely able to mediate the scientific rigor of the germans with the design elegance of the French 6 6-06 hell gate and triborough bridges_150dpi.jpg The story of Ammann and the GWB begins with Gustav Lindenthal, the dean of American bridge engineers Ammann had cut his teeth as design assistant to Gustav Lindenthal at the Hellgate Bridge The last great bridge of the railroad bridges. From here on the great bridges would carry road traffic rather than trains Here we see two bridges, Hellgate and Triborough, on which Ammann would work, but not express his aesthetic vision 7 6-08 gustav lindenthal_150dpi.jpg Hellgate designer Lindnethal Born in Brunn in Austria, now Brno in the Czech Republic Designed a bridge at Pittsburgh, a lenticular truss to replace Roebling’s Smithfield St. -
South Norfolk Jordan Bridge (“SNJB”) Is a 5,372 Ft Fixed Bridge That Connects the City of Chesapeake to the City of Portsmouth Over the Elizabeth River In
TOLL REVENUE NEW BUILD / REPLACEMENT SOUTH NORFOLK PRIVATIZATION PRIVATE FINANCING UNSOLICITED BID JORDAN BRIDGE CHESAPEAKE, VA The South Norfolk Jordan Bridge (“SNJB”) is a 5,372 ft fixed bridge that connects the City of Chesapeake to the City of Portsmouth over the Elizabeth River in Virginia. The City of Chesapeake had decommissioned the original Jordan Bridge in November 2008. An unsolicited proposal submitted by United Bridge Partners (“UBP”) to replace the Jordan Bridge with a new, privately owned bridge was approved by the City of Chesapeake in January 20091 by executing an Acquisition and Development Agreement (“ADA”) between UBP and the City of Chesapeake. As part of the ADA, UBP assumed responsibility to demolish the existing Jordan Bridge, aquired the right of way and easments associated with the bridge, and the right to toll, design, construct, finance, operate and assume ownership of a new bridge and associated tolling facilities on the SNJB. The construction of the SNJB was reported to be privately financed. Project revenue on the SNJB comes from tolls, set by the private operator with no defined limit, which are collected electronically on the bridge2. Note: the facts of this case study were reviewed by UBP. We have provided Chesapeake footnotes to describe instances where UBP disputes information in the public domain. BACKGROUND + PROJECT DRIVERS The Elizabeth River Corridor between Midtown Tunnel and High Rise Bridge in southern eastern Virginia near the Chesapeake Bay serves approximately 250,000 Figure 1: Elizabeth River Crossings. vehicle trip crossings per weekday. It is a growing corridor that primarily serves Source: Pickard, A. -
Umatilla Ped-Bike Plan
U m a t i l l a Pedestrian & Bicycle MASTER PLAN June 3, 2003 David Evans and Associates, Inc. Umatilla Pedestrian & Bicycle Master Plan 1 (UMAT0001) This project is partially funded by the Transportation and Growth Management Program (TGM), a joint program of the Oregon Department of Transportation and the Oregon Department of Land Development and Conservation. This TGM grant is fi nanced, in part, by federal Transportation Equity Act for the 21st Century (TEA-21), local government, and the State of Oregon Funds. Neither the City of Umatilla nor ODOT guarantee funding to complete any project described in this document. Historic Umatilla River bridge David Evans and Associates, Inc. Umatilla Pedestrian & Bicycle Master Plan 2 (UMAT0001) Contents Chapter 1 — Scope . 5 Chapter 2 — Background Research . 6 2.1 Sources . 6 2.2 Area Description . 6 2.3 Jurisdictions . 6 2.4 Nonmotorized Traffi c Generators . 7 2.5 Implementation Plan . 9 Chapter 3 — Inventory . 10 3.1 Street System . 10 3.2 Pedestrian Facilities . 11 3.3 Bicycle Facilities . 12 Chapter 4 — Systemwide Factors . 14 4.1 Natural and Manmade Barriers . 14 4.2 Development Pattern . 14 4.3 Street Standards and Development Codes . 15 4.4 Funding . 17 Chapter 5 — Neighborhood Analysis . 23 5.1 Project Evaluation Criteria . 23 5.2 South Hill Projects . 26 5.3 Downtown Umatilla Projects . 36 5.4 Central Area Projects . 41 5.5 McNary Projects . 45 Chapter 6 — Capital Improvement Program . 49 Appendix A — Glossary . A-1 Appendix B — Pedestrian & Bicycle System Maps . B-1 Appendix C — Transportation SDC Example . C-1 Appendix D — General Plan and Code Amendments D-1 Appendix E — Inter-Jurisdictional Agreements . -
SR 16 Tacoma Narrows Bridge to SR 3 Congestion Study – December 2018
SR 16, Tacoma Narrows Bridge to SR 3, Congestion Study FINAL December 28, 2018 Olympic Region Planning P. O. Box 47440 Olympia, WA 98504-7440 SR 16 Tacoma Narrows Bridge to SR 3 Congestion Study – December 2018 This page intentionally left blank. SR 16 Tacoma Narrows Bridge to SR 3 Congestion Study – December 2018 Washington State Department of Transportation Olympic Region Tumwater, Washington SR 16 Tacoma Narrows Bridge to SR 3 Congestion Study Project Limits: SR 16 MP 8.0 to 29.1 SR 3 MP 30.4 to 38.9 SR 304 MP 0.0 to 1.6 December 2018 John Wynands, P.E. Regional Administrator Dennis Engel, P.E. Olympic Region Multimodal Planning Manager SR 16 Tacoma Narrows Bridge to SR 3 Congestion Study – December 2018 This page intentionally left blank. SR 16 Tacoma Narrows Bridge to SR 3 Congestion Study – December 2018 Title VI Notice to Public It is the Washington State Department of Transportation’s (WSDOT) policy to assure that no person shall, on the grounds of race, color, national origin or sex, as provided by Title VI of the Civil Rights Act of 1964, be excluded from participation in, be denied the benefits of, or be otherwise discriminated against under any of its federally funded programs and activities. Any person who believes his/her Title VI protection has been violated, may file a complaint with WSDOT’s Office of Equal Opportunity (OEO). For additional information regarding Title VI complaint procedures and/or information regarding our non- discrimination obligations, please contact OEO’s Title VI Coordinator at (360) 705-7082. -
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 -
3.6-1 3.6 Traffic and Circulation Construction of the Wanapa Energy
3.6 Traffic and Circulation Construction of the Wanapa Energy Center would most likely affect traffic flow on McNary Beach Access Road, U.S. Highway 730, and U.S. Highway 395/State Route 32. Up to 600 workers would travel to the facility site during construction, 100 to the natural gas supply/wastewater discharge pipeline routes, and 120 to the transmission line route. During operation, 30 workers would work at the facility. 3.6.1 Affected Environment Major highways accessing the project study area include U.S. Highway 730 (i.e., U.S. Highway 730; the Columbia River Highway), U.S. Highway 395/State Route (SR) 32 (i.e., SR 32; the Umatilla-Stanfield Highway), Interstate 82 (I-82), and State Route 207 (i.e., the Hermiston Highway). U.S. Highway 730 is a 2-lane west-east highway that generally runs along the south side of the Columbia River. U.S. Highway 395/SR 32 is a 2-lane northwest-southeast highway that runs from U.S. Highway 730 in the north; through Umatilla, Hermiston, and Stanfield; and then to I-84/U.S. 30 in the south. I-82 is a 4-lane highway running north-south from the Tri-Cities in Washington until it intersects with I-84/U.S. 30. SR 207 is a 2-lane highway that runs southwest- northeast, starting at I-82 in the west, through Hermiston, and then intersecting with U.S. Highway 730 in the east. Table 3.6-1 summarizes the average daily traffic (ADT) and accident counts by milepost and location for these major roadways for 2001. -
National Film Registry Titles Listed by Release Date
National Film Registry Titles 1989-2017: Listed by Year of Release Year Year Title Released Inducted Newark Athlete 1891 2010 Blacksmith Scene 1893 1995 Dickson Experimental Sound Film 1894-1895 2003 Edison Kinetoscopic Record of a Sneeze 1894 2015 The Kiss 1896 1999 Rip Van Winkle 1896 1995 Corbett-Fitzsimmons Title Fight 1897 2012 Demolishing and Building Up the Star Theatre 1901 2002 President McKinley Inauguration Footage 1901 2000 The Great Train Robbery 1903 1990 Life of an American Fireman 1903 2016 Westinghouse Works 1904 1904 1998 Interior New York Subway, 14th Street to 42nd Street 1905 2017 Dream of a Rarebit Fiend 1906 2015 San Francisco Earthquake and Fire, April 18, 1906 1906 2005 A Trip Down Market Street 1906 2010 A Corner in Wheat 1909 1994 Lady Helen’s Escapade 1909 2004 Princess Nicotine; or, The Smoke Fairy 1909 2003 Jeffries-Johnson World’s Championship Boxing Contest 1910 2005 White Fawn’s Devotion 1910 2008 Little Nemo 1911 2009 The Cry of the Children 1912 2011 A Cure for Pokeritis 1912 2011 From the Manger to the Cross 1912 1998 The Land Beyond the Sunset 1912 2000 Musketeers of Pig Alley 1912 2016 Bert Williams Lime Kiln Club Field Day 1913 2014 The Evidence of the Film 1913 2001 Matrimony’s Speed Limit 1913 2003 Preservation of the Sign Language 1913 2010 Traffic in Souls 1913 2006 The Bargain 1914 2010 The Exploits of Elaine 1914 1994 Gertie The Dinosaur 1914 1991 In the Land of the Head Hunters 1914 1999 Mabel’s Blunder 1914 2009 1 National Film Registry Titles 1989-2017: Listed by Year of Release Year Year -
Historic Places Continuation Sheet NOV """8 Ma \ \
.------------ I I~;e NPS Form 10-900 4M~~rOO24~18 (OCt. 1990) RECIEIVED United Slates Department of the Interior National Park Service .. • NOV National Register of Historic Places ·8. Registration Form INTERAGENCY RESOURCES DIVISION This form is for use in nominating or requesting determinations for individual properties a d distrietMMOO~I',SfOWJlQS,mplete the National Register of Historic Places Registration Fonn (National Register Bulletin lGA). Co pleJ;e88Cb item bV marlcing "x" in the appropriate box or by entering the information requested. If an item does not apply to the property being documented, enter "N/A" for "not applicable." For functions, architectural classification, materials, and areas of significance, enter onfycateqories and subcategories from the instructions. Place additional entries and narrative items on continuation sheets (NPS Form 10.,9OOa).Use a typewriter, word processor, or computer, to complete all items. 1. Name of Property historic name __ dT"'a"cc<,o"m!lla... N""'a"'r"'r-'Ol:!w>:;sLBQ.r"-"'i"dOjq"'e'- ------------------- other names/site number _ 2. Location street & number Spann ina the Tae oma Narrows o not for publication city or town Tacoma o vicinity state Wash; ngton code ~ county _-"PCJ.j.eecIr:cC.eec- code Jl5..3..- zip code _ 3. Slate/Federal Agency Certification As the designated authority under the NationaJ Historic Preservation Act, as amended, I hereby certify that this IX] nomination o request for determination of eligibility meets the documentation standards for registering properties in the National Register of Historic Places and meets the procedural and professional requirements set forth in 36 CFR Part 60. -
Toll Pricing and Its Relationship to Travel Demand, Elasticity, and Distribution of Economic Activities for Hampton Roads, Virginia
TOLL PRICING AND ITS RELATIONSHIP TO TRAVEL DEMAND, ELASTICITY, AND DISTRIBUTION OF ECONOMIC ACTIVITIES FOR HAMPTON ROADS, VIRGINIA Salvatore J. Bellomo, Alan M. Voorhees and Associates, Inc. This paper presents the effect of toll pricing on travel demand and distri bution of economic activities in the Hampton Roads area of southeastern Virginia. A methodology is described that projects simultaneously travel demand and distribution of population and employment. The 1°esults o.r test ing future alternative conditions for crossing Hampton Roads are used to illustrate the impact of changes in new facilities and toll pricing on travel demand, average vehicular trip length, trip purpose, and distribution of future population and employment. The findings in this paper offer an alter native method to the projection of a single-demand estimate used in most urban area transportation studies. The consideration for the elasticity of demand with respect to price described in this paper could be applied to the analysis of major facilities within urbanized areas or between major regions that are considering toll-pricing policies or broader transport-pricing policies. •PRICING POLICIES can be used by the transportation and urban planner to control travel demand and the distribution of economic activities. Roth (1) pointed out qualita tively how the road pricing of congestion could be used to reduce vehicular travel de mand. Golenburg and Keith (2) illustrated quantitatively through a simulation technique how the price on parking could be used to r educe automobile travel demand in Canberra, Australia. The purpose of this paper is to present quantitatively the effect of future toll-pricing schemes on the demand for highway travel and the distribution of economic activities in the Hampton Roads area of southeastern Virginia shown in Figure 1.