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Sellwood Bridge May 8, 2018 Project Overview Project Overview
SELLWOOD BRIDGE MAY 8, 2018 PROJECT OVERVIEW PROJECT OVERVIEW • Procurement: CMGC • Owner: Multnomah County • Location: Portland, Oregon • Contract Value: $227,000,000 • Construction Timeline: • Started: December 2011 • Completed: January 2017 PROJECT TEAM • Agencies • Multnomah County • City of Portland • Oregon Department of Transportation • Federal Highway Administration • Designers/Consultants • T. Y. Lin International • CH2M Hill • David Evans and Associates • General Contractor • Slayden/Sundt Joint Venture HISTORY • Originally a Ferry Crossing • Original Sellwood Bridge - Opened 1925 • In depth inspections - mid 1980’s & 2003 • Further “Band aids” were installed • Loads Restrictions enforced in 2004 • In-depth inspection/evaluation 2005 • Structural rating - 2 out of 100 Local RR OR 43 to Tracks Portland Cemetery Willamette River Sellwood Landslide Riverpark and Sellwood Harbor OR 43 to Condos Lake Oswego CMGC PROCUREMENT CMGC CONSTRUCTION MANAGER/GENERAL CONTRACTOR • Collaboration between Owner, Designer, and Contractor • Up to Date Market Pricing • Design development Owner • Constructability Reviews • Value Engineering • ROW/TCE acquisition & Phasing • Schedule Development • Risk Management A/E Collaboration GC • Other Owner Drivers: • Sustainability • Public involvement • Minority Goals PRECONSTRUCTION • 7 Amendments (Design Packages) • Able to release packages early to start work • Shoofly • Landslide • Condo Demo/Reconstruct • Main Bridge - GMP • 60%, 90%, and 100% cost estimates • After each pricing exercise adjustments are made to validate the design aligns with the owners budget • Design Modifications • Value Engineering • Material Selections • Means and Methods Evaluated CONTRACTING PLAN • DMWESB Goal - 20% • Created a Contracting Plan with the Owner: • 4 Categories • Project Final DMWESB: • 20.41% • $45,491,206 SMALL GC PACKAGES • 4 scopes of work separated into GC-type packages • Subcontractor solicitation, best value scoring, and scope management for the entire scope. -
Interstate Bridge Replacement Program December 2019 Progress Report
Interstate Bridge Replacement Program December 2019 Progress Report December 2019 Progress Report i This page intentionally left blank. ii Interstate Bridge Replacement Program December 2, 2019 (Electronic Transmittal Only) The Honorable Governor Inslee The Honorable Kate Brown WA Senate Transportation Committee Oregon Transportation Commission WA House Transportation Committee OR Joint Committee on Transportation Dear Governors, Transportation Commission, and Transportation Committees: On behalf of the Washington State Department of Transportation (WSDOT) and the Oregon Department of Transportation (ODOT), we are pleased to submit the Interstate Bridge Replacement Program status report, as directed by Washington’s 2019-21 transportation budget ESHB 1160, section 306 (24)(e)(iii). The intent of this report is to share activities that have lead up to the beginning of the biennium, accomplishments of the program since funding was made available, and future steps to be completed by the program as it moves forward with the clear support of both states. With the appropriation of $35 million in ESHB 1160 to open a project office and restart work to replace the Interstate Bridge, Governor Inslee and the Washington State Legislature acknowledged the need to renew efforts for replacement of this aging infrastructure. Governor Kate Brown and the Oregon Transportation Commission (OTC) directed ODOT to coordinate with WSDOT on the establishment of a project office. The OTC also allocated $9 million as the state’s initial contribution, and Oregon Legislative leadership appointed members to a Joint Committee on the Interstate Bridge. These actions demonstrate Oregon’s agreement that replacement of the Interstate 5 Bridge is vital. As is conveyed in this report, the program office is working to set this project up for success by working with key partners to build the foundation as we move forward toward project development. -
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 -
Hood River – White Salmon Interstate Bridge Replacement Project SDEIS
(OR SHPO Case No. 19-0587; WA DAHP Project Tracking Code: 2019-05-03456) Draft Historic Resources Technical Report October 1, 2020 Prepared for: Prepared by: In coordination with: 111 SW Columbia 851 SW Sixth Avenue Suite 1500 Suite 1600 Portland, Oregon 97201 Portland, Oregon 97204 This page intentionally left blank. TABLE OF CONTENTS Executive Summary ................................................................................................................................. 1 1. Introduction .................................................................................................................................. 1 2. Project Alternatives ....................................................................................................................... 3 2.1. No Action Alternative .......................................................................................................... 7 2.2. Preferred Alternative EC-2 ................................................................................................... 8 2.3. Alternative EC-1 ................................................................................................................ 14 2.4. Alternative EC-3 ................................................................................................................ 19 2.5. Construction of the Build Alternatives ............................................................................... 23 3. Methodology .............................................................................................................................. -
Background Region 1 Q&A: ODOT Winter Preparations & Operations—Portland
Oregon Department of Transportation Background Region 1 Q&A: ODOT Winter Preparations & Operations—Portland 1. What type of bad weather equipment does ODOT have (# of snowplows, gravel droppers, etc)? In the Portland metro area, including Mount Hood, I-84 to Hood River, U.S. 30 through Clatskanie and the Sunset Highway past Manning: 120 maintenance personnel (plus additional others who used to be in maintenance and still volunteer, when needed!); 50+ dump trucks mounted with (a) snow plow; or (b) sand spreader; or (c) chemical de-icing agent spreader; or (d) some combination of the other three. ODOT also has about a half dozen road graders, used in the winter to plow snow and remove ice. And, to nitpick a point: ODOT doesn’t spread gravel; we spread sand. Please see #3 & footnote! For updated information on highway work and current travel information throughout Oregon, visit www.tripcheck.com or call the Oregon road report at 511 or (800) 977-6368 Visit the ODOT News Media Center at www.oregon.gov/ODOT/COMM/ Background: Q&A: ODOT Winter Preparations & Operations—Portland Page 2 2. What roads create the most problems for drivers when the weather is icy or snowy? In the Portland metro area, four sections of roadway traditionally see the most trouble from ice, snow and extreme cold: a. Sylvan Hill on U.S. 26, both directions—but people have more trouble going uphill; b. Breeze Hill on northbound Interstate 5—the area where there’s an extra truck lane from Oregon 99W up and over the hill toward that long straight-away before you get into the Terwilliger Curves; and c. -
Interstate 5 Columbia River Crossing Historic Built Environment Technical Report for the Final Environmental Impact Statement
I N T E R S TAT E 5 C O L U M B I A R I V E R C ROSSING Historic Built Environment Technical Report for the Final Environmental Impact Statement May 2011 Title VI The Columbia River Crossing project team ensures full compliance with Title VI of the Civil Rights Act of 1964 by prohibiting discrimination against any person on the basis of race, color, national origin or sex in the provision of benefits and services resulting from its federally assisted programs and activities. For questions regarding WSDOT’s Title VI Program, you may contact the Department’s Title VI Coordinator at (360) 705-7098. For questions regarding ODOT’s Title VI Program, you may contact the Department’s Civil Rights Office at (503) 986-4350. Americans with Disabilities Act (ADA) Information If you would like copies of this document in an alternative format, please call the Columbia River Crossing (CRC) project office at (360) 737-2726 or (503) 256-2726. Persons who are deaf or hard of hearing may contact the CRC project through the Telecommunications Relay Service by dialing 7-1-1. ¿Habla usted español? La informacion en esta publicación se puede traducir para usted. Para solicitar los servicios de traducción favor de llamar al (503) 731-4128. Interstate 5 Columbia River Crossing Historic Built Environment Technical Report for the Final Environmental Impact Statement This page intentionally left blank. May 2011 Interstate 5 Columbia River Crossing Historic Built Environment Technical Report for the Final Environmental Impact Statement Cover Sheet Interstate 5 Columbia River Crossing Historic Built Environment Technical Report for the Final Environmental Impact Statement: Submitted By: Derek Chisholm Mike Gallagher Rosalind Keeney Elisabeth Leaf Julie Osborne Saundra Powell Jessica Roberts Megan Taylor Parametrix May 2011 Interstate 5 Columbia River Crossing Historic Built Environment Technical Report for the Final Environmental Impact Statement This page intentionally left blank. -
Marquam Bridge Repair: Latex-Modified- Concrete Overlay
TRANSPORTATION RESEARCH RECORD 1204 59 Marquam Bridge Repair: Latex-Modified Concrete Overlay and Joint Replacement JOHN D. HOWARD The Marguam Bridge in Portland, Oregon, provides a crossing CONDITION OF DECK AND JOINTS of the Willamette River for the north-south 1-5 freeway. After 17 yr of service, the bridge, which was opened to traffic in Prior to and after award of the contract, surveys were made 1966, had a badly worn deck and numerous deck expansion to determine the extent of work needed to be done. (Overlay joints in need of repair. The bridge has a daily traffic count contract was awarded May 10, 1983.) Both surveys found of approximately 86,000 vehicles. Because of lack of capacity of detour routes, complete closure to traffic could be permitted significant wear throughout the structure, with a number of only during night hours. To correct the deck and joint prob spans that had the top mat of reinforcing exposed and a num lems, a contract was awarded in May 1983 for a latex-modified ber of locations with loose angles at the joints (Figures 4 and concrete overlay and joint repair. On a previous job with a 3- 5). Based on the elevation of the armored corners at the joint, percent grade, the tendency of the finished surface to shift approximately 0.5-1 in. of rutting in the wheel tracks occurred downhill during the early cure stages was noted, and it was during the 17-yr life of the deck. Bridge plans showed 1.5-in. thought that this tendency could be a major problem on this cover on the top mat of reinforcing, which apparently was structure with ramps on 6-percent grades and 0.10 ft/ft supers. -
Sellwood Bridge Health Impact Assessment
The Sellwood Bridge Project: A Health Impact Assessment Prepared by: Maya Bhat, Research Analyst Elizabeth Clapp , Research Analyst Health Assessment & Evaluation Office of Health & Social Justice January 21, 2011 Lillian Shirley, Director, Multnomah County Health Department Sandy Johnson, Director, Health & Social Justice For information please contact: Maya Bhat (503) 988-3663 ext. 29055 [email protected] Contents List of figures and table......................................................................................................... ii EXECUTIVE SUMMARY .......................................................................................................... 1 1 INTRODUCTION ................................................................................................................ 3 2 PURPOSE ........................................................................................................................... 3 3 SCOPE OF THIS HEALTH IMPACT ASSESSMENT ................................................................ 3 4 PROJECT BACKGROUND 4.1 Existing conditions on the bridge ......................................................................................... 3 4.2 Locally preferred bridge design .................................................................................................... 4 5 ANALYSIS OF HEALTH IMPACTS OF THE REPLACEMENT BRIDGE 5.1 Improve bicyclist and pedestrian safety .............................................................................. 7 5.1.a Concerns about bike and pedestrian -
Multnomah County Willamette River Bridges Capital Improvement Plan (2015-2034) FINAL
Multnomah County Willamette River Bridges Capital Improvement Plan (2015-2034) FINAL Prepared for: Multnomah County Department of Community Services Bridge Division 1403 SE Water Ave. Portland, OR 97214 503 988-3757 www.multco.us/bridges Table of Contents 1 Executive Summary .......................................................................................................................................................................................................................... 1 2 Results .............................................................................................................................................................................................................................................. 4 2.1 Prioritization Process for Bridge CIP Projects .......................................................................................................................................................................... 4 2.2 Bridge CIP Project Costs ........................................................................................................................................................................................................... 5 3 Bridge CIP Development Process Summary ..................................................................................................................................................................................... 8 3.1 Existing Information Review ................................................................................................................................................................................................... -
Ross Island Bridge Rehabilitation Project Frequently Asked Questions
Ross Island Bridge Rehabilitation Project Frequently Asked Questions What does the project involve? Starting in October 2014, contractors will remove about 250 deteriorating rivets and upgrade the steels members. This first phase will take six to eight weeks to complete. In the spring of 2015, crews will begin preparations to paint the bridge. This involves stripping old paint down to the bare steel, treating the bare steel for rust and then applying the new paint. Why paint the Ross Island Bridge? The paint on the U.S. 26 Willamette River Bridge (Ross Island Bridge) has deteriorated and no longer provides the necessary corrosion protection and aesthetic appearance. The bridge was last painted in 1967. This work will preserve its structural integrity and help extend its useful life. Why do the rivets need to be removed? Many of the rivets haven’t been replaced since the bridge opened in 1926 and are being removed because of rust and corrosion. Removing and replacing the rivets will help strengthen the bridge, preserve its structural stability and extend its service life. What’s the schedule? Rivet removal will take place in the fall of 2014 and will require six to eight weeks to complete. The painting will take place in the dry season, spring to fall, in 2015, 2016 and 2017. The project is scheduled for completion in late 2017, although the schedule is subject to change due to weather and site conditions. What are the work hours? The rivet work will occur during the day between 7 a.m. and 6 p.m. -
(Interstate Tol1 Bridge) State Route 433 Spanning Langview Ca
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. -
November 3, 2005
Reference for CTF Sellwood in the News Blogs County release third Sellwood Bridge survey August 15th, 2007 - Jonathan Maus (Editor), BikePortland.org http://bikeportland.org/2007/08/15/county-releases-third-sellwood-bridge-survey/ A closer look at bikes and the Sellwood Bridge project August 15th, 2007 - Jonathan Maus (Editor), BikePortland.org http://bikeportland.org/2007/08/15/a-closer-look-at-bikes-and-the-sellwood-bridge-project/ Neighborhood Petition August 2007, ongoing -VoteForTeal.com http://www.voteforteal.com/ News Articles To view all articles about the project, go to www.sellwoodbridge.org/NewsRoom.aspx Sellwood Bridge will close Sunday during an inspection September 4, 2007 - Patrick O'Neill, The Oregonian http://blog.oregonlive.com/breakingnews/2007/09/sellwood_bridge_will_close_sun.html Infrastructure Gridlock August 10, 2007 - Randal O'Toole, The American Spectator http://www.spectator.org/dsp_article.asp?art_id=11855 Daily bridge commute has an ominous side August 9, 2007 - Dan Itel, The Lake Oswego Review http://www.lakeoswegoreview.com/opinion/story.php?story_id=118661464739486300 Don’t wait for a crisis August 7, 2007 - The Gresham Outlook http://www.theoutlookonline.com/opinion/story.php?story_id=118655100511386000 REFERENCE FOR CTF 1 9/11/2007 SELLWOOD IN THE NEWS Oregon bridges ok, but we’re uneasy August 5, 2007 - The Corvallis Gazette-Times http://www.gazettetimes.com/articles/2007/08/06/news/opinion/0di01_bridge0806.txt Sellwood: A bridge too far gone? August 5, 2007 - James Mayer and Andy Dworkin, The Oregonian