Modern Steel Construction 2009
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Union Station Conceptual Engineering Study
Portland Union Station Multimodal Conceptual Engineering Study Submitted to Portland Bureau of Transportation by IBI Group with LTK Engineering June 2009 This study is partially funded by the US Department of Transportation, Federal Transit Administration. IBI GROUP PORtlAND UNION STATION MultIMODAL CONceptuAL ENGINeeRING StuDY IBI Group is a multi-disciplinary consulting organization offering services in four areas of practice: Urban Land, Facilities, Transportation and Systems. We provide services from offices located strategically across the United States, Canada, Europe, the Middle East and Asia. JUNE 2009 www.ibigroup.com ii Table of Contents Executive Summary .................................................................................... ES-1 Chapter 1: Introduction .....................................................................................1 Introduction 1 Study Purpose 2 Previous Planning Efforts 2 Study Participants 2 Study Methodology 4 Chapter 2: Existing Conditions .........................................................................6 History and Character 6 Uses and Layout 7 Physical Conditions 9 Neighborhood 10 Transportation Conditions 14 Street Classification 24 Chapter 3: Future Transportation Conditions .................................................25 Introduction 25 Intercity Rail Requirements 26 Freight Railroad Requirements 28 Future Track Utilization at Portland Union Station 29 Terminal Capacity Requirements 31 Penetration of Local Transit into Union Station 37 Transit on Union Station Tracks -
Columbia River I-5 Bridge Planning Inventory Report
Report to the Washington State Legislature Columbia River I-5 Bridge Planning Inventory December 2017 Columbia River I-5 Bridge Planning Inventory Errata The Columbia River I-5 Bridge Planning Inventory published to WSDOT’s website on December 1, 2017 contained the following errata. The items below have been corrected in versions downloaded or printed after January 10, 2018. Section 4, page 62: Corrects the parties to the tolling agreement between the States—the Washington State Transportation Commission and the Oregon Transportation Commission. Miscellaneous sections and pages: Minor grammatical corrections. Columbia River I-5 Bridge Planning Inventory | December 2017 Table of Contents Executive Summary. .1 Section 1: Introduction. .29 Legislative Background to this Report Purpose and Structure of this Report Significant Characteristics of the Project Area Prior Work Summary Section 2: Long-Range Planning . .35 Introduction Bi-State Transportation Committee Portland/Vancouver I-5 Transportation and Trade Partnership Task Force The Transition from Long-Range Planning to Project Development Section 3: Context and Constraints . 41 Introduction Guiding Principles: Vision and Values Statement & Statement of Purpose and Need Built and Natural Environment Navigation and Aviation Protected Species and Resources Traffic Conditions and Travel Demand Safety of Bridge and Highway Facilities Freight Mobility Mobility for Transit, Pedestrian and Bicycle Travel Section 4: Funding and Finance. 55 Introduction Funding and Finance Plan Evolution During -
Ch. 407 Structural Steel
2012 INDIANA DEPARTMENT OF TRANSPORTATION—2012 DESIGN MANUAL CHAPTER 407 Steel Structure NOTE: References to material in 2011 Design Manual have been highlighted in blue throughout this document. 2012 TABLE OF CONTENTS Table of Contents ............................................................................................................................ 2 List of Figures ................................................................................................................................. 5 407-1A Plate Thicknesses ........................................................................................................ 5 407-1B Flange Grouping for Fabrication ................................................................................ 5 407-1C Girder Weld Splice Details ......................................................................................... 5 407-1D Safety Handrail Details ............................................................................................... 5 407-1E Bearing Restraints ....................................................................................................... 5 407-2A Weathering Steel (Paint Limits) .................................................................................. 5 407-2B Drip Bar Details .......................................................................................................... 5 407-4A Annual Traffic Growth Rates ...................................................................................... 5 407-4B Schematic of Top Flange -
Arched Bridges Lily Beyer University of New Hampshire - Main Campus
University of New Hampshire University of New Hampshire Scholars' Repository Honors Theses and Capstones Student Scholarship Spring 2012 Arched Bridges Lily Beyer University of New Hampshire - Main Campus Follow this and additional works at: https://scholars.unh.edu/honors Part of the Civil and Environmental Engineering Commons Recommended Citation Beyer, Lily, "Arched Bridges" (2012). Honors Theses and Capstones. 33. https://scholars.unh.edu/honors/33 This Senior Honors Thesis is brought to you for free and open access by the Student Scholarship at University of New Hampshire Scholars' Repository. It has been accepted for inclusion in Honors Theses and Capstones by an authorized administrator of University of New Hampshire Scholars' Repository. For more information, please contact [email protected]. UNIVERSITY OF NEW HAMPSHIRE CIVIL ENGINEERING Arched Bridges History and Analysis Lily Beyer 5/4/2012 An exploration of arched bridges design, construction, and analysis through history; with a case study of the Chesterfield Brattleboro Bridge. UNH Civil Engineering Arched Bridges Lily Beyer Contents Contents ..................................................................................................................................... i List of Figures ........................................................................................................................... ii Introduction ............................................................................................................................... 1 Chapter I: History -
Steel Bridge Design Handbook Vol. 13
U.S. Department of Transportation Federal Highway Administration Steel Bridge Design Handbook Bracing System Design Publication No. FHWA-HIF-16-002 - Vol. 13 December 2015 FOREWORD This handbook covers a full range of topics and design examples intended to provide bridge engineers with the information needed to make knowledgeable decisions regarding the selection, design, fabrication, and construction of steel bridges. Upon completion of the latest update, the handbook is based on the Seventh Edition of the AASHTO LRFD Bridge Design Specifications. The hard and competent work of the National Steel Bridge Alliance (NSBA) and prime consultant, HDR, Inc., and their sub-consultants, in producing and maintaining this handbook is gratefully acknowledged. The topics and design examples of the handbook are published separately for ease of use, and available for free download at the NSBA and FHWA websites: http://www.steelbridges.org, and http://www.fhwa.dot.gov/bridge, respectively. The contributions and constructive review comments received during the preparation of the handbook from many bridge engineering processionals across the country are very much appreciated. In particular, I would like to recognize the contributions of Bryan Kulesza with ArcelorMittal, Jeff Carlson with NSBA, Shane Beabes with AECOM, Rob Connor with Purdue University, Ryan Wisch with DeLong’s, Inc., Bob Cisneros with High Steel Structures, Inc., Mike Culmo with CME Associates, Inc., Mike Grubb with M.A. Grubb & Associates, LLC, Don White with Georgia Institute of Technology, Jamie Farris with Texas Department of Transportation, and Bill McEleney with NSBA. Joseph L. Hartmann, PhD, P.E. Director, Office of Bridges and Structures Notice This document is disseminated under the sponsorship of the U.S. -
Over Jones Falls. This Bridge Was Originally No
The same eastbound movement from Rockland crosses Bridge 1.19 (miles west of Hollins) over Jones Falls. This bridge was originally no. 1 on the Green Spring Branch in the Northern Central numbering scheme. PHOTO BY MARTIN K VAN HORN, MARCH 1961 /COLLECTION OF ROBERT L. WILLIAMS. On October 21, 1959, the Interstate Commerce maximum extent. William Gill, later involved in the Commission gave notice in its Finance Docket No. streetcar museum at Lake Roland, worked on the 20678 that the Green Spring track west of Rockland scrapping of the upper branch and said his boss kept would be abandoned on December 18, 1959. This did saying; "Where's all the steel?" Another Baltimore not really affect any operations on the Green Spring railfan, Mark Topper, worked for Phillips on the Branch. Infrequently, a locomotive and a boxcar would removal of the bridge over Park Heights Avenue as a continue to make the trip from Hollins to the Rockland teenager for a summer job. By the autumn of 1960, Team Track and return. the track through the valley was just a sad but fond No train was dispatched to pull the rail from the memory. Green Spring Valley. The steel was sold in place to the The operation between Hollins and Rockland con- scrapper, the Phillips Construction Company of tinued for another 11/2 years and then just faded away. Timonium, and their crews worked from trucks on ad- So far as is known, no formal abandonment procedure jacent roads. Apparently, Phillips based their bid for was carried out, and no permission to abandon was the job on old charts that showed the trackage at its ' obtained. -
Polydron-Bridges-Work-Cards.Pdf
Getting Started You will need: A Polydron Bridges Set ❑ This activity introduces you to the parts in the set and explains what each of them does. A variety of traditional Polydron and Frameworks pieces are used in each of the activities. However, they are coloured to produce more realistic effects. For example, the traditional squares are black and used to represent the road on the bridge deck. Plinth ❑ On the right you can see the plinth or bridge base. All of the bridges use one or two of these. They give each bridge a firm base and allow special parts to be connected easily. Notice the two holes in the top on the plinth. These holes are for long struts. These can be seen in place below. ❑ The second picture shows the plinth with two right-angled triangles and a rectangle connected. All three of these parts clip into the plinth. Struts ❑ There are three different lengths of strut in the set. There are 80mm short struts that are used with the pulleys with lugs to carry cables. These are shown on the left. The lugs fit into long struts. On the Drawbridge 110mm short struts are used with ordinary pulleys and a winding handle. ❑ Long struts are also used to support the cable assembly of the Suspension Bridge and the Cable Stay Bridge. This idea can be seen in the picture on the right. ❑ Long struts are also used to connect the two sections of the Drawbridge. ® ©Bob Ansell Special Rectangles ❑ Special rectangles can be used in a variety of ways. -
Design and Construction of the First Composite Truss Bridge in Japan Kinokawa Viaduct, Wakayama, Japan
Concrete Structures: the Challenge of Creativity Design and Construction of the first composite truss bridge in Japan Kinokawa Viaduct, Wakayama, Japan Masato YAMAMURA Hiroaki OKAMOTO Hiroo MINAMI Professional Engineer Professional Engineer Professional Engineer Kajima Corporation Kajima Corporation Kajima Corporation Tokyo, Japan Tokyo, Japan Tokyo, Japan Summary This project is to build a viaduct in Wakayama, Japan. Owner adopted a design build bidding system for the first time in its history of a bridge project in order to tender a construction work including both the superstructure and the substructure together. As a result of bidding, it was decided that the first composite truss bridge in Japan is constructed. Through the project, it was confirmed that the construction and the economical efficiency of the composite truss bridge are equivalent to or better than the conventional pretressed concrete box girder bridge. Keywords: composite truss bridge; design build; steel truss diagonal; panel point section; steel box- type joint structure; balanced cantilever erection 1. Introduction This project is to build a viaduct over the Kinokawa River in Wakayama. Ministry of Land, Infrastructure and Transport (MLIT) adopted a design build bidding system for the first time in its history of a bridge project in order to tender a construction work including both the superstructure and the substructure together. In the tendering method used at this time, only the basic performance requirements such as the bridge length, road classification, effective width, and live loads are specified. A proposal of a variety of bridge design, mainly for its form and the number of span, was admitted by MLIT. -
City of Portland, Oregon
CITY OF PORTLAND WEEKLY CAMPSITE REPORT November 4 – November 10, 2019 Last week, the Homelessness and Urban Camping Impact Reduction Program (HUCIRP): • Posted and cleaned 57 campsites. • Completed approximately 352 assessments—engaging with people living in camps, collecting garbage and biohazardous materials, and coordinating with service providers. This week we received: 758 new campsite reports identifying 241 active campsites throughout the City. Of these reports: • 104 were reports of people living in vehicles. CLICK ON THE MAP BELOW TO SEE ALL LOCATIONS REPORTED IN THE LAST 12 WEEKS CLICK ON THE MAP ABOVE TO SEE ALL LOCATIONS REPORTED LAST WEEK Homelessness/Urban Camping Impact Reduction Program Update: Last week we cleaned the following posted locations*: • N Hancock and Victoria • NW Broadway and NW • I-5 SB and N Lombard • NE 8th and Schuyler Naito • N Kerby Offramp • NE 3rd and Weidler • Steel Bridge West Side- • N Russell and Larrabee / N • NE 60th and Prescott Near Day Storage (x3) Interstate • NE 78th-81st and Schuyler • NW Lovejoy/Johnson and • N Schmeer and Whittaker • NE 118th -120th and NW 15-16th • N Columbia and Kerby Couch • NW Broadway and NW • N 33rd and Riverside • NE 87th and Killingsworth Naito • NE 33rd and Sunderland • NW Davis - 5th to • NE 122nd North of Broadway Glisan/NE Oregon • NW Kittridge and NW ST • I-205 MUP near N. and S. Helens Rd sides I84 • NW Davis - 5th to • NE 33rd and Halsey Broadway (x2) • NE 54th and Prescott • NE 46th and Tillamook • SW 6th and SW Pine • Portland Center Park • Providence Park (SW 18th from SW Salmon to SW Morrison) • SW Park/Oak and W Burnside • SW 1st and Ash-Ankeny (Fire Station and Skidmore Fountain) • SW 64th and Barber (I-5 SB) • SE Division and I-205 • SW 11th-12th and Taylor • S. -
M E M O R a N D U M To: Oregon Metro and Trimet From: Nelson\Nygaard Team Date: June 25, 2019 Subject: Central City Transit Capacity - Screening Report
M E M O R A N D U M To: Oregon Metro and TriMet From: Nelson\Nygaard Team Date: June 25, 2019 Subject: Central City Transit Capacity - Screening Report The Central City Transit Capacity Analysis (CCTCA) project is an effort to define a representative project that addresses light rail capacity and reliability issues in the Central City and that improves regional mobility by eliminating major sources of rail system delay. A representative pro ject is intended to give project sponsors and partners enough information to scope and estimate costs for future operational, engineering, and environmental studies. The representative pro ject will also provide conceptual, preliminary information for stakeholders and the general public. The Portland Central City is the economic and cultural center of the region, with the densest population of people and jobs in Oregon. It is home to numerous regional destinations, including the Oregon Convention Center, Rose Quarter, Union Station, the Pearl District and Old Town/Chinatown, Do wntown, Portland State University, and Providence Park. Traffic congestion, surface transit limitations, limited Willamette River crossings, and Steel Bridge rail capacity and reliability issues all impact the movement of people to and through downtown Portland and between Regional and Town Centers. Projected population and employment growth in the Central City and throughout the region will exacerbate the problem in the future. Improvements to the light rail system are among the most critical, sustainable, and cost-effective means to ensure access to Central City and provide the regional mobility needed to support job and population growth. The project, including this Screening Report, are guided by a Technical Group composed of representatives from local partner agencies. -
G 13.1 Guidelines for Steel Girder Bridge Analysis.Pdf
G13.1 Guidelines for Steel Girder Bridge Analysis 2nd Edition American Association of State Highway Transportation Officials National Steel Bridge Alliance AASHTO/NSBA Steel Bridge Collaboration Copyright © 2014 by the AASHTO/NSBA Steel Bridge Collaboration All rights reserved. ii G13.1 Guidelines for Steel Girder Bridge Analysis PREFACE This document is a standard developed by the AASHTO/NSBA Steel Bridge Collaboration. The primary goal of the Collaboration is to achieve steel bridge design and construction of the highest quality and value through standardization of the design, fabrication, and erection processes. Each standard represents the consensus of a diverse group of professionals. It is intended that Owners adopt and implement Collaboration standards in their entirety to facilitate the achievement of standardization. It is understood, however, that local statutes or preferences may prevent full adoption of the document. In such cases Owners should adopt these documents with the exceptions they feel are necessary. Cover graphics courtesy of HDR Engineering. DISCLAIMER The information presented in this publication has been prepared in accordance with recognized engineering principles and is for general information only. While it is believed to be accurate, this information should not be used or relied upon for any specific application without competent professional examination and verification of its accuracy, suitability, and applicability by a licensed professional engineer, designer, or architect. The publication of the material contained herein is not intended as a representation or warranty of the part of the American Association of State Highway and Transportation Officials (AASHTO) or the National Steel Bridge Alliance (NSBA) or of any other person named herein, that this information is suitable for any general or particular use or of freedom from infringement of any patent or patents. -
Download PDF File Campsite Report 28 October
CITY OF PORTLAND WEEKLY CAMPSITE REPORT October 28 – November 3, 2019 Last week, the Homelessness and Urban Camping Impact Reduction Program (HUCIRP): • Posted and cleaned 59 campsites. • Completed approximately 306 assessments—engaging with people living in camps, collecting garbage and biohazardous materials, and coordinating with service providers. This week we received: 619 new campsite reports identifying 198 active campsites throughout the City. Of these reports: • 71 were reports of people living in vehicles. CLICK ON THE MAP BELOW TO SEE ALL LOCATIONS REPORTED IN THE LAST 12 WEEKS CLICK ON THE MAP ABOVE TO SEE ALL LOCATIONS REPORTED LAST WEEK Homelessness/Urban Camping Impact Reduction Program Update: Last week we cleaned the following posted locations*: • Steel Bridge West Side- Near Day Storage • NW Lovejoy/Johnson and NW 15- 16th • Couch Park (NW 18th and • Peninsula Crossing Trail Hoyt) • N Pier 99 (Under I-5) • NE 6th and Everett • Union Station-NW • • NE Everett and NE MLK PPR Property-Heron Lake at N Broadway between NW Force Ave (maintenance) * • Irving/Glisan West of NE MLK North of (maintenance) * NE Davis • NW Broadway and NW • NE Schuyler/ Between Naito MLK and Grand • NW Flanders 18th to 21st • NE Halsey at 84 WB • NW Glisan 18th to 21st (Flyover Above 82nd) • NW Hoyt 18th to 21st • NE Wheeler and • NW 24th and Reed Multnomah • • NW Dav is From 5th to 4500 NE Garfield Broadway • Portland Center Park • Providence Park (SW 18th from SW Salmon to SW Morrison) • SW 4th and Taylor • SW 1st and Ash-Ankeny (Fire Station