Chicago, Illinois Investment Highlights Subject Offering
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Directions to Mccormick.Indd
DIRECTIONS & ADDRESS TO: McCORMICK PLACE MARSHALLING AREA (3050 Moe Drive, Chicago, IL 60616) notes North of Chicago to McCormick Place: Interstate 90 (Kennedy Expressway) to Interstate 55 North. Take I-55 North until it ends. Bear right and EXIT at Lake Shore Drive South (41 south). Proceed approximately ½ mile and exit at 31st Street. Proceed up the exit ramp and bear right. Turn right at U-TURN BEFORE the stop light onto Moe Drive. If you went to the light you went too far. After making U- EXHIBITOR Turn go approximately ¼ of a mile to the fi rst stop sign. Turn left at the Stop sign and, YOU ARE THERE!!! West of Chicago to McCormick Place: Interstate 290 (Eisenhower Expressway) east to Interstate 94 (Dan Ryan Expressway). South on Interstate 94 (Dan Ryan Expressway) to Interstate 55 North. Take I-55 North until it ends. Bear right and EXIT at Lake Shore Drive South (41 south). Proceed approximately ½ mile and exit at 31st Street. Proceed up the exit ramp and bear right. Turn right at U-TURN BEFORE the stop light onto Moe Drive. If you went to the light you went too far. After making U-Turn go approximately ¼ of a mile to the fi rst stop sign. Turn left at the Stop sign and, YOU ARE THERE!!! Southwest of Chicago to McCormick Place: Interstate 55 North until it ends. Bear right and EXIT at Lake Shore Drive South (41 south). Proceed approximately ½ mile and exit at 31st Street. Proceed up the exit ramp and bear right. Turn right at U-TURN BEFORE the stop light onto Moe Drive. -
Top 10 Bridges by State.Xlsx
Top 10 Most Traveled U.S. Structurally Deficient Bridges by State, 2015 2015 Year Daily State State County Type of Bridge Location Status in 2014 Status in 2013 Built Crossings Rank 1 Alabama Jefferson 1970 136,580 Urban Interstate I65 over U.S.11,RR&City Streets at I65 2nd Ave. to 2nd Ave.No Structurally Deficient Structurally Deficient 2 Alabama Mobile 1964 87,610 Urban Interstate I-10 WB & EB over Halls Mill Creek at 2.2 mi E US 90 Structurally Deficient Structurally Deficient 3 Alabama Jefferson 1972 77,385 Urban Interstate I-59/20 over US 31,RRs&City Streets at Bham Civic Center Structurally Deficient Structurally Deficient 4 Alabama Mobile 1966 73,630 Urban Interstate I-10 WB & EB over Southern Drain Canal at 3.3 mi E Jct SR 163 Structurally Deficient Structurally Deficient 5 Alabama Baldwin 1969 53,560 Rural Interstate I-10 over D Olive Stream at 1.5 mi E Jct US 90 & I-10 Structurally Deficient Structurally Deficient 6 Alabama Baldwin 1969 53,560 Rural Interstate I-10 over Joe S Branch at 0.2 mi E US 90 Not Deficient Not Deficient 7 Alabama Jefferson 1968 41,990 Urban Interstate I 59/20 over Arron Aronov Drive at I 59 & Arron Aronov Dr. Structurally Deficient Structurally Deficient 8 Alabama Mobile 1964 41,490 Rural Interstate I-10 over Warren Creek at 3.2 mi E Miss St Line Structurally Deficient Structurally Deficient 9 Alabama Jefferson 1936 39,620 Urban other principal arterial US 78 over Village Ck & Frisco RR at US 78 & Village Creek Structurally Deficient Structurally Deficient 10 Alabama Mobile 1967 37,980 Urban Interstate -
Proposed Improvement of Interstate 80/94
Proposed Improvement of Interstate 80/94 Interstate 294 to U.S. Route 41 (Calumet Avenue) Cook County, Illinois Lake County, Indiana T.H.E. Conference – University of Illinois February 24, 2004 Regional Map Project Dates • July 1995 – Project Initiated • May 1999 – Funding Announced through Illinois FIRST • September 2001 – Begin Phase II Design • November 2001 – Public Hearing • June 2003 – Design Approval • August 2003 – First of Over 25 Contract Awards Project Location Traffic Volumes Current: 130,000 - 159,000 Vehicles per Day Projected 2020: 164,000 - 192,000 Vehicles per Day 27 % Multi-Unit Trucks Needs Identified • Improve Highway Safety • Improve Mobility • Improve the Configuration and Condition of the Roadway Project Overview EB I-80 to NB I-94 I-80/I-94 Junction WB I-80/94 Split WB I-80 Under Capacity Torrence Ave Interchange BERNICE ROAD 176th PLACE Proposed Features • Proposed Improvement Plan – Complete Reconstruction – Four Continuous Through Traffic Lanes in Each Direction – Auxiliary Lanes for Entrance and Exit Maneuvers – Drainage System – Elimination of 2 Pump Stations – Noise Abatement Walls – Roadway Lighting Origin-Destination Study – 354267 % of westboundeastboundtraffic is through traffictraffic traffic exitingfrom Torrencecontinuing at Torrence Avenue east- Avenuecontinueswest along comes west Interstate onfrom Interstate Interstate 80 80 94 I-80/I-94/IL 394 Interchange Flyover to I-94 4 Through Lanes To Torrence Ave Flyover to IL 394 I-80/94 Reconfiguration I-80 I-94 / IL 394 4 Through Lanes I-94 IL 394 To Torrence -
A Case Study on Dan Ryan Reconstruction Project
WORK ZONE SAFETY AND MOBILITY ISSUES: A CASE STUDY ON DAN RYAN RECONSTRUCTION PROJECT Submission date: August 1, 2007 No. of figures: 4 No. of Tables: 2 Word Count: 5,729 Corresponding Author: Jonathan Shi Professor Department of Civil and Architectural Engineering Illinois Institute of Technology 3201 South Dearborn Street, Chicago Illinois 60616. Phone: (312) 567-3630 Fax: (312) 567-3519 Email: [email protected] Contributing Author: Sean Washatka Project Engineer McShane Construction 9550 W Higgins Rd, Rosemont IL 60018 Phone: (847) 292-4300 Fax: (847) 292-4310 Email: [email protected] This manuscript is submitted for review for the 2008 TRB 87th Annual Conference. TRB 2008 Annual Meeting CD-ROM Original paper submittal - not revised by author. Shi & Washatka 2 ABSTRACT Due to the significance of the Dan Ryan reconstruction project with a total cost close to $1 billion and its proximity to downtown Chicago and the densely populated suburbs; IDOT has taken some extra measures to ensue safety and mobility during the construction of the project. The main objectives of this study are to review and document information pertaining to the reconstruction project; review work zone safety practices, safety programs, and implementation of transportation management plans; analyze the roles and responsibilities of various parties involved in the project; and assess the work zone impact on safety and mobility of the transportation network. Based on our interviews and collected information, the project has been very successful without any worker fatality; fewer crashes are recorded in the work zones; and its impact on the mobility of the transportation network in the Chicago area is minimal. -
I-294/I-57 Interchange Cook County, Illinois
I-294/I-57 INTERCHANGE COOK COUNTY, ILLINOIS ENVIRONMENTAL ASSESSMENT ADDENDUM Proposed 147th Street Improvements - Kedzie Avenue to Western Avenue/Dixie Highway I-57/I-294 Interchange - Minor Updates Based on New Environmental Studies FEBRUARY 2009 I-294/I-57 EA Addendum TABLE OF CONTENTS Background and History............................................................................................. 1 Environmental Assessment Addendum..................................................................... 3 1.0 PURPOSE AND NEED......................................................................................... 3 1.1 INTRODUCTION............................................................................................ 3 2.0 ALTERNATIVES ................................................................................................. 5 2.3 ALTERNATIVES EVALUATED IN DETAIL........................................................ 5 2.3.2 Preferred Alternative..................................................................... 5 3.0 AFFECTED ENVIRONMENT/ENVIRONMENTAL CONSEQUENCES 3.1 SOCIAL AND ECONOMIC CONDITIONS .......................................................... 5 3.1.1 Social and Economic Affected Environment............................... 6 3.1.1.12 Pedestrian/Bicycle/Transit Facilities........................... 6 3.1.2 Social and Economic Environmental Consequences.................... 6 3.2 FARMLAND ...................................................................................................7 3.3 AIR QUALITY............................................................................................... -
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. -
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 ........................... -
Risk Framework for Public Private Partnerships in Highway Construction
RISK FRAMEWORK FOR PUBLIC PRIVATE PARTNERSHIPS IN HIGHWAY CONSTRUCTION by Mamata Shrestha An independent research paper submitted in partial fulfillment of the requirements for the degree of Masters of Science Construction Engineering and Management (Department of Civil and Environmental Engineering) at the University of Wisconsin-Madison 2011 RISK FRAMEWORK FOR PUBLIC PRIVATE PARTNERSHIPS IN HIGHWAY CONSTRUCTION Mamata Shrestha1 ABSTRACT Recent Public Private Partnerships (P3) in the United States represents a significant advancement in the level of participation of the private sector in the provision of road and highway assets. A number of states and local governments consider P3 as a mechanism to streamline project delivery, transfer risk, reduce costs and raise additional transportation revenues. P3 broaden the private sector‟s participation beyond the design and construction phases to include the assumption of responsibility and risks for the financing, operations, and maintenance of project. In this paper, the author introduces a framework that identifies and organizes the broad range of risks associated with P3 arrangements for highway project delivery. The “PEST” framework organizes risks into four categories: Political, Economic, Socio-Cultural and Technical which could help P3 projects in devising risk management strategies. P3 projects could benefit by these categorization in identifying, allocating, managing and thus minimizing overall project risks. The framework was developed by considering the risks associated with major P3 highway projects in the United States. Project documentation, case studies, and literature related to P3 highway projects (completed/on-going) were used to validate the framework. The categorization of the risk factors can help practitioners identify the parties involved (public or private) that assume the most risk based on different phases of highway construction and the type of risk involved within it. -
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. -
Corporate Checkers Ground Lease Next to CTA ‘L’ Station ∙ Signalized Hard Corner ∙ Strong Traffic Counts 6301 S
CONFIDENTIAL OFFERING MEMORANDUM Corporate Checkers Ground Lease Next to CTA ‘L’ Station ∙ Signalized Hard Corner ∙ Strong Traffic Counts 6301 S. Ashland Avenue // Chicago, IL 60636 Actual Site EXCLUSIVELY OFFERED BY: BRAD TEITELBAUM BAUM REALTY GROUP, LLC Vice President / Broker 1030 W. Chicago Avenue, Suite 200 [email protected] Chicago, IL 60642 312.275.3116 www.baumrealty.com 6301 S. ASHLAND AVENUE // CHICAGO, IL // OFFERING SUmmARY Offering Summary Baum Realty Group has been exclusively retained by ownership to sell a ground leased Checkers asset located in Chicago, IL. The property is situated at the signalized hard corner of Ashland Avenue and 63rd Street featuring vehicular exposure of 47,780 cars per day. Checkers built a new drive-thru restaurant and has 9.75 years remaining with rent increases and extension options. The site is adjacent to the CTA ‘L’ Green Line Ashland station, which has annual ridership of 377,000 passengers, adding to the dense daytime population in the immediate area. PRICE: $1,307,700 CURRENT CAP RATE: 6.50% CAP RATE AS OF DECEMBER 2020 7.15% TERM REMAINING: 9.75 Years Current Annual Ground Rent: $85,000 December 2020 Ground Rent: $93,500 Escalations: 10% every 5 years Lease Type: Absolute NNN Ground Lease – No Landlord Maintenance Responsibilities Corporate Tenant: Checkers Drive-In Restaurants, Inc. Year Built: 2017 2 // CONFIDENTIAL OFFERING MEMORANDUM 6301 S. ASHLAND AVENUE // CHICAGO, IL // INVESTMENT HIGHLIGHTS Investment Highlights THREE CTA ‘L’ STATIONS WITHIN 1.5 MILES The site is next to the CTA ‘L’ Green Line Ashland station and 1 mile away from the Green Line Halsted station; the two Green Line stations have a combined annual ridership of 588,000 passengers. -
Highways and Urban Decentralization Prepared for Illinois State Toll
Highways and Urban Decentralization Final Rep ort Prepared for Illinois State Toll Highway Authority by Urban Transp ortation Center University of Illinois at Chicago Suite 340, M/C 357 412 South Peoria Street Chicago, IL 60607 http://www.uic.edu/cuppa/utc Phone: 312996-4820 Fax: 312413-0006 i Contents 1 Intro duction 1 2 Causes of Decentralization 2 2.0.1 Empirical Evidence . 2 2.0.2 Theoretical Background . 3 2.1 Relationship of Highways to Decentralization . 6 2.1.1 Decentralization and Highways in Chicago . 6 2.1.2 Nineteenth and Early Twentieth Century Decentralization . 9 2.1.3 Literature on Decentralization . 13 2.1.4 Decentralization and Travel Behavior in Chicago . 14 2.2 Relationship b etween County Growth and Increases in Highway Capacity . 22 2.3 Can Decentralization Occur Without Highways? . 23 3 E ects of Decentralization 24 3.1 Decentralization and the Cost of Housing . 25 3.2 Highways and Economic Development . 27 3.3 Highways and Firm Lo cation . 28 3.3.1 E ect of Highway Capacity on Business Costs and Firm Lo cation . 29 3.3.2 Survey of Companies in DuPage County, Illinois . 30 ii List of Figures 1 Percentchange in p opulation from 1940 to 1950. 10 2 Percentchange in p opulation from 1970 to 1980. 11 3 Ma jor contributors to the p ercentage increase in VMT in the Chicago area from 1973 to 1993. 17 4 Hyp othetical trip chains . 20 5 Hyp othetical trip chain patterns for di erent households . 20 6 Lane miles p er p opulation in McHenry County: 1983-1995. -
279300000 the ILLINOIS STATE TOLL HIGHWAY AUTHORITY Bofa Merrill Lynch Siebert Brandford Shank & Co
NEW ISSUE – BOOK-ENTRY ONLY RATINGS: See “RATINGS” herein. Subject to compliance by the Authority with certain covenants, in the opinion of Pugh, Jones, Johnson & Quandt, P.C., Chicago, Illinois, Bond Counsel, under present law interest on the 2010A Bonds will not be includible in the gross income of the owners thereof for Federal income tax purposes. Interest on the 2010A Bonds will not be treated as an item of tax preference in computing the alternative minimum tax for individuals and corporations. See the heading “TAX MATTERS” herein for a more detailed discussion of some of the federal tax consequences of owning the 2010A Bonds. The interest on the 2010A Bonds is not exempt from present Illinois income taxes. $279,300,000 THE ILLINOIS STATE TOLL HIGHWAY AUTHORITY Toll Highway Senior Refunding Revenue Bonds, 2010 Series A-1 Maturities, Principal Amounts, Interest Rates, Yields and CUSIP Numbers are shown on the Inside of the Front Cover This Official Statement contains information relating to The Illinois State Toll Highway Authority (the “Authority”) and the Authority’s Toll Highway Senior Refunding Revenue Bonds, 2010 Series A-1 (the “2010A Bonds”). The 2010A Bonds are being issued under a Trust Indenture dated as of December 1, 1985 (as amended, restated and supplemented, the “Indenture”) from the Authority to The Bank of New York Mellon Trust Company, N.A., as successor trustee (the “Trustee”). The 2010A Bonds will be issuable as fully registered bonds in the name of Cede & Co., as registered owner and nominee of The Depository Trust Company, New York, New York (“DTC”).