The Case for Freight NEEDS– WISCONSIN
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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 ..................................................................................................... -
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. -
State of Illinois
State of Illinois Illinois Department of Transportation District 1 – Urban Interstate Resurfacing Milling and resurfacing on Interstate 290 from Sacramento Boulevard to Interstate 90/94 in Chicago. District 2 – Rural 4 Lane Bridge Rehabilitation Miscellaneous repairs on the structure carrying Interstate 80 over the Mississippi River. District 6 – Rural 2 Lane Concrete pavement on County Highway 10 east of Elkhart. District 6 – Urban Streetscape Streetscape reconstruction that includes new concrete pavers, sidewalks, lighting, planting beds and traffic signals on Capitol Avenue between 5th Street and 7th Street in Springfield. District 8 – Urban Pedestrian Bridge Construction Construction of a 3-span pedestrian bridge, sidewalk, lighting, landscaping, sewer and retaining walls for the city of Alton over US 67 at Riverfront Park. Printed by authority of the State of Illinois, 0445-11, 01/11, 500 FY 2012-2017 Proposed Highway Improvement Program Spring 2011 Published by the Illinois Department of Transportation Springfield, Illinois 62764 Printed by authority of State of Illinois, April 2011, 275 copies. This document is printed on recycled paper. This document is available on-line at www.dot.il.gov/opp/publications.html. CONTENTS Page Program Development Process ................................... 1 Seeking Public Involvement – Outreach Meetings ....... 3 Executive Summary ..................................................... 5 Department of Transportation District Map ................. 21 Public Review and Comment Form ........................... -
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. -
Lanes Opening Where Possible for Labor Day Travel
State of Illinois JB Pritzker, Governor Illinois Department of Transportation Omer Osman, Secretary FOR IMMEDIATE RELEASE: CONTACT: Sept. 2, 2021 Paul Wappel 217.685.0082 Maria Castaneda 312.447.1919 Lanes opening where possible for Labor Day travel Non-emergency closures suspended, though active work zones across state SPRINGFIELD – The Illinois Department of Transportation announced today that lanes that have been closed for construction will reopen, where possible, for the Labor Day holiday to minimize travel disruption. Non-emergency closures will be suspended from 3 p.m. Friday, Sept. 3, to 12:01 a.m. Tuesday, Sept. 7. The following lane closures will remain in place during the holiday weekend. Motorists can expect delays and should allow extra time for trips through these areas. Drivers are urged to pay close attention to changed conditions and signs in the work zones, obey the posted speed limits, refrain from using mobile devices and stay alert for workers and equipment. At all times, please buckle up, put your phone down and drive sober District 1 Chicago • Northbound Pulaski Road between 76th and 77th streets; lane reductions continue. • Cicero Avenue (Illinois 50) between 67th and 71st streets; lane reductions continue. • The following ramps in the Jane Byrne Interchange work zone will remain closed: o Outbound Ida B. Wells Drive to outbound Dan Ryan Expressway (Interstate 90/94); detour posted. o Inbound Kennedy (I-90/94) to Jackson Street. o Inbound Kennedy to Adams Street. o Outbound Kennedy from Adams Street. o Outbound Kennedy from Jackson Street. o Outbound Kennedy to Randolph Street. o Outbound Kennedy to Washington Street. -
Tea–21 Reathorization: Regional Transportation Issues Field Hearings
S. HRG. 108–309 TEA–21 REATHORIZATION: REGIONAL TRANSPORTATION ISSUES FIELD HEARINGS BEFORE THE COMMITTEE ON ENVIRONMENT AND PUBLIC WORKS UNITED STATES SENATE ONE HUNDRED EIGHTH CONGRESS FIRST SESSION ON APRIL 7, 2003—CHICAGO, ILLINOIS AUGUST 11, 2003—BROWNSVILLE, TEXAS AUGUST 14, 2003—MEDFORD, OREGON Printed for the use of the Senate Committee on Environment and Public Works ( U.S. GOVERNMENT PRINTING OFFICE 91–747 PDF WASHINGTON : 2004 For sale by the Superintendent of Documents, U.S. Government Printing Office Internet: bookstore.gpo.gov Phone: toll free (866) 512–1800; DC area (202) 512–1800 Fax: (202) 512–2250 Mail: Stop SSOP, Washington, DC 20402–0001 VerDate 11-MAY-2000 14:51 Mar 04, 2004 Jkt 000000 PO 00000 Frm 00001 Fmt 5011 Sfmt 5011 91747 SENENV1 PsN: SENENV1 COMMITTEE ON ENVIRONMENT AND PUBLIC WORKS ONE HUNDRED EIGHTH CONGRESS FIRST SESSION JAMES M. INHOFE, Oklahoma, Chairman JOHN W. WARNER, Virginia JAMES M. JEFFORDS, Vermont CHRISTOPHER S. BOND, Missouri MAX BAUCUS, Montana GEORGE V. VOINOVICH, Ohio HARRY REID, Nevada MICHAEL D. CRAPO, Idaho BOB GRAHAM, Florida LINCOLN CHAFEE, Rhode Island JOSEPH I. LIEBERMAN, Connecticut JOHN CORNYN, Texaa BARBARA BOXER, California LISA MURKOWSKI, Alaska RON WYDEN, Oregon CRAIG THOMAS, Wyoming THOMAS R. CARPER, Delaware WAYNE ALLARD, Colorado HILLARY RODHAM CLINTON, New York ANDREW WHEELER, Majority Staff Director KEN CONNOLLY, Minority Staff Director (II) VerDate 11-MAY-2000 14:51 Mar 04, 2004 Jkt 000000 PO 00000 Frm 00002 Fmt 5904 Sfmt 5904 91747 SENENV1 PsN: SENENV1 CONTENTS Page APRIL 7, 2003—CHICAGO, IL ILLINOIS TRANSPORTATION: CROSSROADS OF THE NATION OPENING STATEMENT Inhofe, Hon. -
2016 IL Tollway Traffic Data Report
2016 Traffic Data Report For The Illinois Tollway System Prepared for Illinois State Highway Authority Prepared by: Illinois State Toll Highway Authority | Traffic Data Report 2016 C O N T E N T S SECTION 1: THE ILLINOIS TOLLWAY SYSTEM SECTION 2: JANE ADDAMS MEMORIAL TOLLWAY SECTION 3: TRI-STATE TOLLWAY SECTION 4: REAGAN MEMORIAL TOLLWAY SECTION 5: VETERANS MEMORIAL TOLLWAY SECTION 6: ILLINOIS ROUTE 390 TOLLWAY APPENDICES: APPENDIX – A: 2016 SYSTEMWIDE ANNUAL AVERAGE DAILY TRAFFIC SCHEMATICS APPENDIX – B: 2016 SYSTEMWIDE AM AND PM PEAK HOUR TRAFFIC SCHEMATICS APPENDIX – C: 2016 LANE CONFIGURATION SCHEMATICS APPENDIX – D: PLAZA LANE LISTING (Please refer to individual sections for detailed Table of Contents) Illinois State Toll Highway Authority | Traffic Data Report 2016 Section 1 The Illinois Tollway System The Illinois Tollway System Illinois State Toll Highway Authority | Traffic Data Report 2016 SECTION 1 The Illinois Tollway System General Information 1-2 TABULATIONS TABLE PAGE 1-A Systemwide Average Daily Traffic Data 1-7 1-B Annual Traffic Totals 1-8 1-C Average Daily Traffic Totals 1-8 1-D Systemwide Monthly Factors 1-8 1-E Annual Transactions by Vehicle 2015-2016 1-9 1-F I-PASS Participation Rate 2015-2016 1-9 1-G History of Tollway Additions by Mileage 1959 - 2016 1-10 1-H History of Tollway Additions by Location 1959 - 2016 1-11 1-I Summary of Traffic Characteristics at Plazas (Annual Transactions) 1-14 ILLUSTRATIONS FIGURE PAGE 1-A The Illinois Tollway System 2016 1-16 1-B Average Annual Daily Traffic 2016 1-17 1-C Average -
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