US 41 Interchange Conversion Study, Environmental Evaluation Of
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Rebuilding the Marquette Interchange Is Not Among Them
Wisconsin Policy Research Institute R e p o r t December 2002 Volume 15, Number 9 Rebuilding the M a rq u e t t e I n t e rchange via a P u b l i c - P r i v a t e P a rt n e r s h i p REPORT FROM THE PRESIDENT: Over the next several years, there may be no more impor- WISCONSIN POLICY tant issue in Wisconsin than the rebuilding of the Marquette RESEARCH INSTITUTE, INC. Interchange. We asked several people with expertise to develop a study that identifies financing for the Marquette that would P.O. Box 487 • Thiensville, WI 53092 not use public funding but would introduce the concept of pri- (262) 241-0514 • Fax: (262) 241-0774 vate money. The lead author is Robert Poole, Jr., the founder of E-mail: [email protected] • Internet: www.wpri.org the Reason Foundation and its director of transportation studies. His 1988 study on private toll roads in California changed national thinking in several states on the use of private and pub- REBUILDING THE lic toll roads. He has advised numerous states as well as the last four White House administrations on various transportation pol- MARQUETTE INTERCHANGE icy issues. Kevin Soucie is a Wisconsin-based consultant on transportation. He is a former Democratic member of the VIA A PUBLIC-PRIVATE Assembly and has chaired its transportation committee. Dr. Thomas McDaniel and Dr. Daryl Fleming have many years of PARTNERSHIP combined experience in transportation issues and have provid- ed important research for this project. -
Ultimate RV Dump Station Guide
Ultimate RV Dump Station Guide A Complete Compendium Of RV Dump Stations Across The USA Publiished By: Covenant Publishing LLC 1201 N Orange St. Suite 7003 Wilmington, DE 19801 Copyrighted Material Copyright 2010 Covenant Publishing. All rights reserved worldwide. Ultimate RV Dump Station Guide Page 2 Contents New Mexico ............................................................... 87 New York .................................................................... 89 Introduction ................................................................. 3 North Carolina ........................................................... 91 Alabama ........................................................................ 5 North Dakota ............................................................. 93 Alaska ............................................................................ 8 Ohio ............................................................................ 95 Arizona ......................................................................... 9 Oklahoma ................................................................... 98 Arkansas ..................................................................... 13 Oregon ...................................................................... 100 California .................................................................... 15 Pennsylvania ............................................................ 104 Colorado ..................................................................... 23 Rhode Island ........................................................... -
Chapter Provides Information on EGC ESP Site Location, On-Site
CHAPTER 2 Site Characteristics This chapter provides information on the EGC ESP Site location, on-site activities and controls, present and projected population distribution, meteorological, hydrological, geological, and seismological characteristics. The purpose of presenting this information is to provide the bases for demonstrating the adequacy of the site characteristics from a site safety viewpoint and to provide input to support environmental characterization. The influence of the EGC ESP site characteristics on the design and operation of a possible future nuclear power facility will be assessed at the construction and operating license (COL) stage pursuant to 10 CFR 52 Subpart C. REV2 2-1 CHAPTER 2 - SITE CHARACTERISTICS SITE SAFETY ANALYSIS REPORT FOR EGC EARLY SITE PERMIT SECTION 2.1 – GEOGRAPHY AND DEMOGRAPHY 2.1 Geography and Demography 2.1.1 Site Location and Description 2.1.1.1 Specification of Location The EGC ESP Facility will be co-located on the property of the existing CPS Facility and its associated 4,895 ac man-made cooling reservoir (Clinton Lake) (CPS, 2002). The EGC ESP Facility will be located approximately 700 ft south of the existing CPS Facility. The CPS Facility lies within Zone 16 of the Universal Transverse Mercator (UTM) coordinates. The exact UTM coordinates for the EGC ESP Facility will depend upon the specific reactor technology selected for deployment and will be finalized at COL. As shown on Figures 1.2-1 and 2.1-1 there is a complex transportation system surrounding the EGC ESP Site. The nearest major highways are Illinois State Routes 54, 10, and 48, all of which cross the CPS Facility property. -
Final Implementation Report
IAP States Overall Implementation Summary Report Innovative Bridge Design for Rapid Renewal: ABC Toolkit (SHRP2, R04) Date: April 25, 2019 Contents Section Page Definitions ............................................................................................................................ iii Executive Summary .........................................................................................................................1 Project Descriptions ........................................................................................................................1 Fort Goff Creek Bridge, Siskiyou County, California ..................................................................2 IR7 Gila River Bridge, Sacaton, Arizona......................................................................................5 Warren Ave, On Ramp, Bridge 465, East Providence, Rhode Island .........................................9 KY-6 over Stewarts Creek, Knox County, Kentucky ................................................................ 13 Kittery Overpass Bridge, Route 1, Kittery, Maine ................................................................... 16 Bridge A-0087, Boone County, Missouri ................................................................................. 20 Five Bridges on I-39/90 Corridor South of Madison, Wisconsin ............................................. 22 Seney National Wildlife Refuge, J to H Bridge Replacement, Seney, Michigan ..................... 26 Summary of Lessons Learned ..................................................................................................... -
Display Boards for US 41 Conversion to an Interstate Public Hearing
Interstate Hearing Objective 41 US 41 Conversion • Provide project update • Obtain public comment on preferred alternatives • Obtain public comment on the environmental document • Describe upcoming activities www.41conversion.wi.gov September 2013 Interstate Purpose & Need 41 US 41 Conversion • Purpose - to enhance economic development by converting US 41 to an Interstate highway and signing it as an Interstate • Need - based on a combination of legislation and economics, Interstate conversion helps - Business Recruitment - Job Creation - Business Retention & Expansion - Tourism - Property Values www.41conversion.wi.gov September 2013 Interstate Area Underserved 41 US 41 Conversion Legend Cities with populations over 40,000 not within 25 miles of Interstate Highway (53 cities, 6%) 41 Corridor Cities Cluster Cities with populations over 40,000 within 25 miles of Interstate Highway (819 cities, 94%) Cities in the Fox Valley stand out among peer communities nationally as being underserved by the Interstate system. Source: US Census Bureau 2010, ESRI www.41conversion.wi.gov September 2013 Interstate Strong Midwest 41 Economic Relationships US 41 Conversion Legend Fortune 100 Companies (2009) The US 41 Corridor is woven into Fortune 500 Companies (2009) the larger regional economy and Major Research Universities (R&D Expenditures of $200 Million or more) serves as a critical link in several Cross Lake Michigan Ferries Midwest industry supply chains. www.41conversion.wi.gov September 2013 Interstate Primary Connection 41 to the Nation US 41 Conversion The US 41 Corridor is within a day’s drive of Distance from Consumer all other major Midwestern and Central US Fond du Lac Population Workforce Spending metropolitan areas. -
US 41 Interstate Conversion Study, Executive Summary
Executive Summary Description of the Proposed Action The Wisconsin Department of Transportation (WisDOT), in consultation with the Federal Highway Administration (FHWA), is studying alternatives to convert United States Highway 41 (US 41) from a non-Interstate freeway on the National Highway System (NHS) to an Interstate Highway between the Zoo Interchange on Interstate 94 (I-94/I-894) in Milwaukee and the US 41/I-43 interchange in Green Bay. The overall study corridor extends through Kenosha, Racine, Milwaukee, Waukesha, Washington, Dodge, Fond du Lac, Winnebago, Outagamie, and Brown counties. See project location map on previous page. As a result, WisDOT and FHWA have limited the proposed action in this environmental document to the following: x Consider the broad costs and benefits of Interstate conversion. x Evaluate the impacts of signing US 41 between Milwaukee and Green Bay with an Interstate route number and changing the designation of other segments of the study corridor. x Determine the construction impacts of installing Interstate signing and other minor improvements along the study corridor. Based on the results of the evaluation, WisDOT will determine whether to convert US 41 to an Interstate Highway. Purpose of and Need for the Project The purpose of the proposed action is to enhance and accelerate economic development by converting the US 41 corridor to an Interstate Highway and signing it thus. The need for the proposed action is based in part on economics and in part on meeting the intent of the previous federal surface transportation law which identified the US 41 corridor a high priority corridor on the NHS and designated it a future Interstate route. -
The Greater Chicago Region: a Logistics Epicenter
the greater chicago region By Mike Kirchhoff, CEcD, and Jody Peacock Fully one third of rail and truck traf- fic – and half the nation’s container traffic – pass through the Chicago region. While these statistics are impres- sive, Chicago’s infrastructure is being pushed to its limit. And projections point to more challenges ahead. In 2001 the Chicago Area Transportation Study (the Chicago region’s transporta- tion planning agency) projected 600 more daily trains in the region within 20 years (2,400 trains/year), and pro- jected an increase in Intermodal lifts of more than 250 percent in the same time period. Market impacts such as these are projected to demand more than 7,000 additional acres of land for Intermodal facilities. Choked by con- gestion already, these projections pre- A transload in progress from barge to truck. dict dire consequences for the region’s transportation system. rom the mid-1800’s to the 21st EMERGING CHALLENGES IN LOGISTICS century, Chicago has played a key Mike Kirchhoff, CEcD, Lean manufacturing, Six Sigma, just-in-time role at the heart of the American is Executive Director of commercial transportation sys- manufacturing, and other approaches to modern manufacturing each demand greater reliance on a the Jacksonville f tem. Today, with time-to-market timely, efficient and cost-effective transportation (Illinois) Regional EDC. demands ever more critical, the Chicago network. The increasingly elevated importance of Jody Peacock is region’s historic position as a freight transporta- distribution in the supply chain represents a signif- Communications and tion and distribution nexus is growing ever icant shift in emphasis – a paradigm shift of extraor- dinary proportions. -
The Illinois State Toll Highway Authority Minutes of the Regular Board Meeting
THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY MINUTES OF THE REGULAR BOARD MEETING January 29, 2015 The Illinois State Toll Highway Authority (the “Tollway”) Board of Directors met in regular session on Thursday, January 29, 2015, in the Board Room of the Tollway’s Central Administration Building in Downers Grove, Illinois. The Meeting was held pursuant to By-Laws of the Tollway upon call and notice of the Meeting executed by Chair Paula Wolff and posted in accordance with the requirements of the Illinois Open Meetings Act. [Bolded entries indicate issues which may require follow-up to present or report to the Board.] ROLL CALL Chair Paula Wolf called the Meeting to order at approximately 9:00 a.m. and stated that this is the regularly scheduled meeting of the Board of Directors of the Tollway. She then asked the Board Secretary to call the roll. Those Directors present and absent were as follows: Present: Not Present: Chair Paula Wolff Governor Bruce Rauner, ex officio Director Jim Banks Acting Secretary Erica Borggren, ex officio Director Earl Dotson, Jr. Director Terry D’Arcy Director David Gonzalez Director James Sweeney Director Mark Peterson Director Jeff Redick Director Tom Weisner The Board Secretary declared a quorum present. Board of Directors Meeting Minutes January 29, 2015 - 1 - PUBLIC COMMENT Chair Wolff opened the floor for public comment. Mr. John Bachtler, of Joliet, addressed the Board. Mr. Bachtler’s comments were supportive of setting reasonable speed limits on the Tollway system using the 85th percentile operating speed (being the speed which no more than 15% of traffic is exceeding) as a starting point, citing research that speed variance among drivers is more contributory to fatality rates than speed. -
Automation in Highway Construction Part I: Implementation Challenges at State Transportation Departments and Success Stories
Automation in Highway Construction Part I: Implementation Challenges at State Transportation Departments and Success Stories PUBLICATION NO. FHWA-HRT-16-030 OCTOBER 2018 Research, Development, and Technology Turner-Fairbank Highway Research Center 6300 Georgetown Pike McLean, VA 22101-2296 FOREWORD The Federal Highway Administration conducted research to document gaps for implementing automation in highway construction and to develop guidance for State transportation departments to assist them in implementing and using automation to improve project delivery. There are two volumes of the final report. Part I (this volume) presents a description of the key automation technology areas and the associated benefits, challenges, and solutions. Part II presents an overview of enabling technologies and policies for automation in highway construction as well as implementation strategies, design procedures, and practical guidelines to properly generate three-dimensional (3D) models for uses in construction and other phases of highway project delivery. This volume provides State transportation departments a focus on five key technology areas, taking into consideration that, to be able to fully implement automation during the construction phase of a highway project, technologies are implemented prior to construction during the planning, surveying, and design phases. The key technology areas are remote sensing, underground utilities locating technologies, 3D design, machine control and automation, and field technology and inspection. This volume documents success stories and best practices for automation in highway construction; best uses for individual technologies, including the types of costs and resources required by the industry and agencies for implementing these technologies; and their associated return on investment. Finally, it documents challenges of automation technology in the areas of surveying, utilities, real-time verification, and data management. -
Title: Milwaukee County Expressway Commission Reference Code: Mss
Title: Milwaukee County Expressway Commission Reference Code: Mss-2002 Inclusive Dates: 1946-1980 Bulk: 70.9 cu. ft. total Location: WHW, Sh. CL160A-CL171 (52.5 cu. ft.) GV, Sh. 52 (7.8 cu. ft.) LM, Sh. 188-189 (4.9 cu. ft.) HH, Sh. 023-024 (3.4 cu. ft.) MV, F9 and F35 (1.0 cu. ft.) LS, Sh. 077 (1.3 cu. ft.) OS SM “M” (1 item) Abstract: The Milwaukee County Department of Public Works provided staff and services for the Milwaukee County Expressway Commission during its 26 years of existence (1953-1980). Scope and Content: The collection consists of preliminary plans, progress reports, various traffic surveys and studies for the Milwaukee metropolitan area, as well as studies, surveys, and reports specific to sections of the county freeway system, including Lake, Park, Stadium, Bay, and Belt Freeways and their interchanges, extensions, and bridges. Part I of this finding aid consists of plans, progress reports, surveys, and studies prepared for or about the Metropolitan Milwaukee area freeway system. There are also photos and slides taken during the freeway construction. Part II contains an incomplete collection of appraisal report files received from the Milwaukee County Expressway Commission during 1978 and 1979. Part III deals with unprocessed project numbered boxes received from the Milwaukee County Department of Public Works. Notes: Collection added to by Steve Daily, May 2, 1996, and updated by Kevin Abing, June 9, 1999 & August 13, 2002 Arrangement: Folder Heading Box # Divider # NOTE: Boxes 1 – 4 located at LM, Sh. 188-189 PRELIMINARY -
Anatomy of Milwaukee County: a Traffic Safety Summary
ANATOMY OF MILWAUKEE COUNTY: A TRAFFIC SAFETY SUMMARY There were 307 fatal crashes in Milwaukee County from 2012 to 2016. 1 THE PLACE Section Summary Milwaukee County is the center of a metropolitan area that has a population of over 1.55 million persons. The principal routes are the Interstate highways, STH 36 south of I-41/43/894, and STH 145 north of I-43. Milwaukee County is the top county in the state for VMT (vehicle-miles traveled), the number of registered vehicles, urban population, percentage of the population that is urban, and percentage of the county’s area that is urban. Milwaukee County has the lowest numbers in the state for VMT per capita, miles of roadway per capita and per VMT, miles of state highways per capita and per VMT, miles of county highways per capita, and local roads per capita. It is among the top ten counties in the state for miles of roads, miles of state roads, miles of local roads, and urban area. It is among the bottom ten counties in the state for miles of county highways and registered vehicles per capita. Urbanization Milwaukee County is the center of the Milwaukee-Waukesha-West Allis metropolitan area, which is adjacent to the neighboring Racine metropolitan area. 99.81% of the population of the county lives in urban areas, and 92.90% of the land area of the county is urban.1 The eastern boundary of the county is the eastern boundary of the state, which is in the center of Lake Michigan. Road Network Interstate 94 is designated as an east-west highway, carrying traffic west to and from Minneapolis-St. -
Application of Freeway Simulation Models to Urban Corridors, Volume I
Publication No. FHWA-RD-92-103 Application of Freeway Simulation Models to Urban Corridors Volume I: Final Report U.S. Department of Transportation Federal Highway Administration Turner-Fairbank Highway Research Center 6300 Georgetown Pike, McLean , Va 22101-2296 Notice This document is disseminated under the sponsorship of the Department of Transportation in the interest of information exchange. The United States Government assumes no liability for its contents or use thereof. Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. FHWA-RD-92-103 4. Title and Subtitle 5. Report Date APPLICATION OF FREEWAY SIMULATION MODELS TO URBAN CORRIDORS. Volume I: Final Report 6. Performing Organization Code 7. Author(s) 8. Performing Organization Report No. Steven Smith, Dr. Richard Worrall, David Roden, Ronald A. Pfefer, Michael Hankey 9. Performing Organization Name and Address 10. Work Unit No. (TRAIS) JHK & Associates 11. Contract or Grant No. 1650 Iowa Avenue Suite 100 DTFH61-88-C-00059 Riverside, CA 92507 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Office of Safety and Traffic Operations R & D Final Report Federal Highway Administration September 1988 - November 1992 6300 Georgetown Pike 14. Sponsoring Agency Code McLean, VA 22101-2296 15. Supplementary Notes Contracting Officer's Technical Representative (COTR) - Dr. Stephen L. Cohen, HSR-10. The Traffic Institute, Northwestern University served as subcontractor to JHK & Associates 16. Abstract Freeway simulation is gaining increasing acceptance and popularity as a toll for evaluating freeway improvement alternatives and refining freeway designs. The evaluation of individual sections one at a time is frequently inadequate to fully consider the implications of traffic flow on freeway design and operations.