Innovative Roadway Design Making Highways More Likeable
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From 1:30—3:00 Pm at the Wallace
Volume 14, No. 4 Raritan-Millstone Heritage Alliance Fall 2012 www.raritanmillstone.org RARITAN RIVER AND BAY: PLACES TO VISIT -- HISTORIC MAP In the Raritan-Millstone Heritage Alliance Guide to Historic Sites in Central New Jersey, you can find several places from which to view one of our namesake rivers. In this issue we focus on that river, listing below entries from the Guidebook and on page three a 1921 schematic of the river. In addition, read about a new book on Sayreville, a Raritan River town. Raritan Bay Waterfront Park - Located along the South Amboy-Sayreville Raritan Bay waterfront. Access is from John F. O’Leary Boulevard in South Amboy. This county park, which opened in 1998, offers a magnifi- cent view of Raritan Bay and Lower New York Harbor from South Amboy’s ambitious waterfront housing redevelopment project. The park site comprises 136 acres, 86 of which are wetlands. The park presently offers a variety of athletic fields; Middlesex County’s memorial to the victims of the September 11, 2001 terrorist attack on New York City, featuring a large sculptured eagle and a quote from Daniel Webster; and an elevated three-tiered gazebo pavilion offering bayside views. The park continues into Sayreville for a mile along Raritan Bay, but trails have not yet been developed to provide access to much of this land. Tel: 732-745-3995. Hours: dawn to dusk. Admission: free. Old Bridge Waterfront Park - This beachfront park, which extends discontinuously for 1.3 miles along Raritan Bay, offers picnicking and boardwalk paths along much of the Old Bridge Township waterfront, developed in the 20th century as the summer resort communities of Laurence Harbor and Cliffwood Beach. -
Case Studies of Urban Freeways for the I-81 Challenge
Case Studies of Urban Freeways for The I-81 Challenge Syracuse Metropolitan Transportation Council February 2010 Case Studies for The I-81 Challenge Table of Contents OVERVIEW................................................................................................................... 2 Highway 99/Alaskan Way Viaduct ................................................................... 42 Lessons from the Case Studies........................................................................... 4 I-84/Hub of Hartford ........................................................................................ 45 Success Stories ................................................................................................... 6 I-10/Claiborne Expressway............................................................................... 47 Case Studies for The I-81 Challenge ................................................................... 6 Whitehurst Freeway......................................................................................... 49 Table 1: Urban Freeway Case Studies – Completed Projects............................. 7 I-83 Jones Falls Expressway.............................................................................. 51 Table 2: Urban Freeway Case Studies – Planning and Design Projects.............. 8 International Examples .................................................................................... 53 COMPLETED URBAN HIGHWAY PROJECTS.................................................................. 9 Conclusions -
City Link's High-Speed Electronic Tolling
CASE PROGRAM 2007-91.1 City Link’s high-speed electronic tolling (A) The tolling systems went live without a glitch at 1 am Monday the 3rd [of January 2000], a national public holiday. Charges now apply at three toll points located at the Tullamarine section, the elevated roadway between Racecourse and Dynon Roads, and the Bolte Bridge… Although fewer motorists were on the road, demand for e-Tags was strong. Since the 23 December announcement [that tolling would begin 3 January] more than 45,000 e-Tags have been ordered, bringing the total sales to date to almost 400,000. The first day of tolling, CityLink’s 132629 hotline fielded more than 20,000 calls. The continued demand throughout the week prompted Transurban to announce the availability of a second hotline for general enquiries… Transurban Managing Director Kim Edwards said the company was pleased with the recent developments and expressed appreciation for the public’s patience during recent delays. “We are thrilled to deliver the completed Western Link to Melbourne’s motorists, who will now get the full benefit of the project’s leading-edge technology and design,” he said. Extract from: fasttrack, Transurban CityLink executive information newsletter, January 2000. In August 2000, Transurban City Link chief executive Kim Edwards announced that his company’s damages claim against the consortium Transfield-Obayashi Joint Venture (TOJV) for delays and difficulties with the 22-km City Link tollway was ________________________________________________________________ This case was prepared from published information by Susan Keyes-Pearce, MBA 1998 and Professor Michael Vitale of the Centre for Management of Information Technology at the University of Melbourne. -
Citylink Groundwater Management
CASE STUDY CityLink Groundwater Management Aquifer About CityLink Groundwater implications for design and construction A layer of soil or rock with relatively higher porosity CityLink is a series of toll-roads that connect major and permeability than freeways radiating outward from the centre of Design of tunnels requires lots of detailed surrounding layers. This Melbourne. It involved the upgrading of significant geological studies to understand the materials that enables usable quantities stretches of existing freeways, the construction of the tunnel will be excavated through and how those of water to be extracted from it. new roads including a bridge over the Yarra River, materials behave. The behavior of the material viaducts and two road tunnels. The latter are and the groundwater within it impacts the design of Fault zone beneath residential areas, the Yarra River, the the tunnel. A challenge for design beneath botanical gardens and sports facilities where surface suburbs and other infrastructure is getting access A area of rock that has construction would be either impossible or to sites to get that information! The initial design of been broken up due to stress, resulting in one unacceptable. the tunnel was based on assumptions of how much block of rock being groundwater would flow into the tunnel, and how displaced from the other. The westbound Domain tunnel is approximately much pressure it would apply on the tunnel walls They are often associated 1.6km long and is shallow. The east-bound Burnley (Figure 2). with higher permeability than the surrounding rock tunnel is 3.4km long part of which is deep beneath the Yarra River. -
The Texas Instruments Central Expressway Campus
CHAPTER Central Expressway 3 The Original To McKinney September 1958 he freeway era in North Texas began on August Dates: original opening Campbell T19, 1949, when a crowd estimated at 7000 Collins Radio Expressway. Just three years earlier the path of the original building freewaycelebrated was the the opening Houston of &the Texas first Centralsection Railroad,of Central the ArapahoArap - bolic moment of triumph for the private automobile as March 5, 1955 75 itfirst displaced railroad the to berailroad built throughfor personal Dallas. transportation. It was a sym Richardson Widespread ownership of automobiles and newly built Spring Valley Rd freeways were poised to transform cities all across Texas Instruments Interstate 635 the United States. In North Texas, Central Expressway Campus interchange: Jan 1968 would lead the way into the freeway era, becoming 635 Semiconductor Building developing into the modern-day main street of Dallas. Spring 1954 the focus of freeway-inspired innovations and quickly North Texas were pioneered along Central Expressway. ForestForest LaneLane Hamilton Park The ManyMeadows of the Building, defining opened attributes in 1955 of modern-day alongside Cen - subdivision EDS headquarters c1975-1993 fortral the Expressway expansion near of business Lovers Lane, into the was suburbs. the first The large ex - plosiveoffice building growth outside of high-tech downtown industry and and paved the risethe wayof the June 1953 suburban technology campus began along the Central Expressway corridor in 1958 when Texas Instruments Walnut Hill (former H&TC) Northpark DART Red Line campus and Collins Radio opened a microwave engi- Mall opened the first building of its Central Expressway Northwest Highway new upscale suburban neighborhoods along Central Expresswayneering center and in young Richardson. -
View Walk D'albora Marinas Departure Points Ground Registry of Boathouse Drive Shed 2 Cumberland St No
Melbourne City Map Accessible toilet ARDEN ST BBQ Bike path offroad/onroad Cinema Parking Places of interest City circle tram route with QUEENSBERRY ST DRYBURGH ST stops Places of worship BAILLIE ST Educational facility Melbourne city tourist Playground ABBOTSFORDPROVOST ST ST ARDEN SIDING RAILWAY shuttle bus stop MUNSTER TCE Hospital Post Office STAWELL ST LAURENS ST Tram route with platform Marina Taxi rank stops WRECKYNARTS HOUSE ST VICTORIA ST MARKETMEAT Police Theatre LOTHIAN STTrain station ELM ST Train Toilet MILLER ST BLACKWOOD ST COURTNEY ST To Sydney Road under construction/ ANDERSON ST NORTH via MELBOURNE Sydney Rd RAILWAY PL future development site TOWN HALL & LIBRARY MELBOURNE GOODS RAILWAY CURZON ST PELHAMBERKELEY ST ST Visitor information centre BEDFORD ST BARRY ST QUEENSBERRY ST ELIZABETH ST SPENCER ST ERROL ST No TO ZOO DRYBURGH ST r KING ST M t To LEVESON ST e h BERKELEY ST Melb. Uni., lbo Melb. Cemetery u STBARRY & Dental NORTH MELBOURNE RAILWAY PL EADES rn IRELAND ST e Hosp. GRATTAN ST ADDERLEY ST ABBOTSFORD ST To Airport, PELHAM ST CARLTON ST Bendigo, COSTCO O'CONNELL ST Daylesford via HAWKE ST COBDEN ST PEEL ST Calder Fwy PIAZZA ITALIA CHETWYND ST WILLIAM ST FOOTSCRAY RD VICTORIA ST WESTERN LINK (CITYLINK) RODEN ST HOWARD ST PELHAM ST ICEHOUSE CAPEL ST MOOR ST PEEL ST MILTON ST MILTON PEARL RIVER RD WATERFRONTWAY STANLEY ST Carl LEICESTER ST to KING WILLIAM ST WALSH ST QUEEN n WATERFRONT ROSSLYN ST 8 VICTORIA IMAX k MARKET BOUVERIE ST e CITY W re QUEENSBERRY ST ST DAVID ST C e M To Eastern s s THERRY ST d LITTLE -
UAV Lidar Point Cloud Segmentation of a Stack
1 UAV LiDAR Point Cloud Segmentation of A Stack Interchange with Deep Neural Networks Weikai Tan, Student Member, IEEE, Dedong Zhang, Lingfei Ma, Ying Li, Lanying Wang, and Jonathan Li, Senior Member, IEEE Abstract—Stack interchanges are essential components of capturing the complicated structure of interchanges due to transportation systems. Mobile laser scanning (MLS) systems limitations of flying altitudes or road surfaces [4]. Unmanned have been widely used in road infrastructure mapping, but accu- aerial vehicle (UAV) is a thriving platform for various sensors, rate mapping of complicated multi-layer stack interchanges are still challenging. This study examined the point clouds collected including Light Detection and Ranging (LiDAR) systems, by a new Unmanned Aerial Vehicle (UAV) Light Detection and with the flexibility of data collection. However, there are Ranging (LiDAR) system to perform the semantic segmentation more uncertainties in point clouds collected by UAV systems, task of a stack interchange. An end-to-end supervised 3D deep such as point registration and calibration, due to less stable learning framework was proposed to classify the point clouds. moving positions than aeroplanes and cars. To capture features The proposed method has proven to capture 3D features in complicated interchange scenarios with stacked convolution and from the massive amounts of unordered and unstructured the result achieved over 93% classification accuracy. In addition, point clouds, deep learning methods have outperformed con- the new low-cost semi-solid-state LiDAR sensor Livox Mid- ventional threshold-based methods and methods using hand- 40 featuring a incommensurable rosette scanning pattern has crafted features in recent years [5]. -
Limehouse, Westferry & Canary Wharf
LIMEHOUSE, WESTFERRY & CANARY WHARF RESIDENTS' INFORMATION SUNDAY 1 MARCH 2020 5 Road closures from 07:00 to 12:30 on Vehicle Crossing Point Sunday 1 March 2020 Three Colt Street Closed for runners from 08:55 to 11:15 The information provided in this leaflet is supplementary to The Vitality Big Half Road The vehicle crossing point will be open Closure Information booklet. Please make from 07:00 to 08:55. It will then close to sure you have read the booklet, which allow runners to pass and is anticipated to is available at thebighalf.co.uk/road- reopen at 11:15. closures Access to Three Colt Street is available Roads in Limehouse, Westferry and Canary from Commercial Road throughout the Wharf will close at 07:00 and reopen at 12:30 day. Additionally, an exit route via Grenade on Sunday 1 March. A vehicle crossing point Street to West India Dock Road north will operate during the times stated and will towards Commercial Road and Burdett close to traffic in advance of the runners. Road is available during the road closure The event will start by Ensign Street at the period. junction of The Highway, before travelling east along The Highway and through the Canary Wharf Limehouse Link Tunnel, Aspen Way and into Access is available to Canada Square car Canary Wharf. park from Preston's Road roundabout and Trafalgar Way from 7:00 to 08:30. Runners will then return via Westferry Road, Limehouse Causeway and Narrow Street Isle of Dogs where they will rejoin The Highway and Access and exit is available via Preston's continue through Wapping towards Road. -
Chittagong Strategic Urban Transport Master Plan Corridor Improvement Pre-Feasibility Study
Chittagong Public Disclosure Authorized Strategic Urban Transport Master Plan (P155253) Public Disclosure Authorized Corridor Improvements Pre-Feasibility Study 19 November, 2018 Public Disclosure Authorized Prepared by: Prepared for: Public Disclosure Authorized e.Gen Consultants Ltd., Bangladesh in association with Integrated Transport Planning Ltd, United Kingdom Chittagong Strategic Urban Transport Master Plan Corridor Improvement Pre-Feasibility Study Contents 1 Introduction ..................................................................................................................................... 1 2 Rationale for corridor selection ....................................................................................................... 2 2.1 Corridor options ........................................................................................................................... 2 2.2 Evaluation methodology ............................................................................................................ 16 3 Corridor Approach Definition ........................................................................................................ 19 3.2 Defining a Corridor Improvement Strategy ............................................................................... 25 3.3 Developing the Public Transport hierarchy ............................................................................... 26 3.4 Potential for phased introduction ............................................................................................ -
NJDEP-DEP Bulletin, 02/26/2003 Issue
TABLE OF CONTENTS February 26, 2003 Volume 27 Issue 4 Application Codes and Permit Descriptions Pg. 2 General Application Milestone Codes Specific Decision Application Codes Permit Descriptions General Information Pg. 3 DEP Public Notices, Hearings and Events of Interest Pg. 4 - 17 Environmental Impact Statement and Assessments (EIS and EA) Pg. 18 - 19 Permit Applications Filed or Acted Upon: Land Use Regulation Program CAFRA Permit Application Pg. 20 - 22, 44 - 45 Flood Hazard Area Pg. 22 - 24 Freshwater Wetlands Pg. 24 – 40, 45 Waterfront Development Pg. 40 – 44 Stream Encroachment Application Pg. 45 Division of Water Quality Treatment Works Approval (TWA) Pg. 46 - 47 Solid and Hazardous Waste Recycling Centers (B) Pg. 48 - 49 Recycling Centers (C) Pg. 49 Hazardous Waste Facilities Pg. 49 Incinerators Pg. 49 - 50 Regulated Medical Waste Facilities Pg. 50 Sanitary Landfills Pg. 50 Transfer Stations Pg. 50 – 52 Universal Waste Facilities Pg. 52 DEP Permit Liaisons and Other Governmental Contacts Inside Back Cover Governor James E. McGreevey New Jersey Department of Environmental Protection Bradley M. Campbell, Commissioner General Application Milestone Codes Application Approved F = Complete for Filing M = Permit Modification Application Denied H = Public Hearing Date P = Permit Decision Date Application Withdrawal I = Additional Information Requested R = Complete for Review C = Cancelled L = Legal Appeal of Permit Decision T = Additional Information Received Specific Decision Application Codes AVE PLAN = Averaging Plan PA/SOW = Presence/Absence/State Open Waters Only FP/A = Footprint/Absence of Wet., Waters & Transition Area PA/T = Presence/Absence/Transition Area Only F/F = Farming/Forestry/Silviculture Exemption R = Reductions FP/P = Footprint/Wetlands Present REG = HMDC/Pinelands Exemption FP/SOW = Footprint/State Open Waters Present Only SPEC ACTIVITY = Special Activity (Linear Dev. -
Report of the New Jersey Toll Road Consolidation Study Commission
REPORT OF THE NEW JERSEY TOLL ROAD CONSOLIDATION STUDY COMMISSION Presented To The Hon. James E. McGreevey Pursuant to Executive Order No. 15 (2002) Paul P. Josephson, Chair Toll Road Consolidation Study Commission February 14, 2003 I. EXECUTIVE NARRATIVE The New Jersey Turnpike and the Garden State Parkway are more than roads. They are vital economic resources to our State, important to the quality of life in New Jersey, essential to directing smart growth and development and, perhaps most important, critical to providing safe passage to the millions of people who travel on them each day. To repair, improve, and enhance these vital arteries well into the future, the Commission recommends placing the Garden State Parkway under the auspices of the New Jersey Turnpike Authority ("NJTA"). The Commission further recommends restructuring over $300 million of E-ZPass debt issued on the faulty premise that violations could pay for the system. We also propose refinancing existing Turnpike and Parkway debt. These operational and financial measures will achieve an estimated $198 million in actual dollar savings ($108 million in present value) that can be devoted to sorely needed improvements that will reduce congestion and help keep each highway safe and sound. Joining the Turnpike and the Parkway into a single State agency will streamline government at a time of severe fiscal constraints, while maintaining the historic identities of each roadway. A consolidation of the two highways under one umbrella will achieve economies of scale; produce financial savings; obtain efficiencies in administration, management, and operations; permit a pooling of economic resources to fund essential capital projects; and implement more coordinated transportation planning. -
(LTA) Evaluation of the Baton Rouge Urban Renewal and Mobility Plan
Louisiana Transportation Authority (LTA) Evaluation of the Baton Rouge Urban Renewal and Mobility Plan (BUMP) to Develop the Project as a Public Private Partnership (P3) October 20, 2015 – Final (With Redactions) TABLE OF CONTENTS EXECUTIVE SUMMARY ............................................................................................................ 1 Proposal Overview .................................................................................................................... 1 Construction Cost...................................................................................................................... 1 Tolling ....................................................................................................................................... 1 Traffic and Revenue (T&R) ...................................................................................................... 2 Feasibility .................................................................................................................................. 2 Findings..................................................................................................................................... 3 1.0 CHAPTER ONE – State & Federal Legislation Summary ................................................... 4 1.1 Louisiana State Legislation .............................................................................................. 4 1.2 Federal Legislation ..........................................................................................................