I-294/I-57 Interchange Cook County, Illinois
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Gilman Industrial Park Brochure
Illinois Gilman has an available 265 acre park waiting for you! o'Crossroadsof Opportunity" Location-Location-Location This 265 acre industrial park 90 miles south of Chicago is ideally located at the intersections of Interstate 57 US 24 and US 45. It is also bordered by the main lines for the TP&W (SantaFe) and Illinois Cenfal (CN) Railroads. The infrasffucture available is extensive. The property can be divided into lots to suit individual usersneeds. Shawn Coady Rick Theesfeld 204 N. Rt s4lP.O.Box98 215N. Central RobertsoIllinois 60962 Gilman, Illinois 60938 217-395-2281, 8t5-265-42t3 217-395-2572(Bax) 815-265-4640(Fax) INFRASTRUCTURE THAT IS CURRENTLY AVAILABLE OR SCHEDULED/SPRING 2OO4 COMPLETED . 400,000 gallon vertical water storagetank on . Site Survey site . Topographicalmaps . Looped 12" x S" watermains in park . Illinois historical survey . 8" municipal sanitary sewer system . PhaseI Environmental . Two electrical serviceproviders with . Wetlands survey extensiveinfrastructure availablein the park . Drainage plans . 138 KV overhead . 69 KV overhead ECONOMIC INCENTIVES . 12 KV overhead . Substationlocated in the park Tax Increment Finance District Iroquois DevelopmentCouncil 8" natural gas service Local city incentives City streetaccess to the park 3 lane,concrete,40 foot curb and gutter RAIL SERVICE Lishted streetentrance . Illinois Central (CN) main line . Illinois Central (CN) Springfield line INTERSTATEACCESS . TP&W (SantaFe) , I-57,US-24, US-45 border the site . Switching yard in Gilman ELECTRIC WASTEWATER WATER AverageLoad Supplier 250,000gallons per Ameren CIPS day City of Gilman . 13,700MW Generation Design Capacity Source Capacity 500,000gallons per day 2DeepWells . Multiple interconnections Tlpe of Plant . ElevatedStorage Capacity Substationon site Primary . -
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 -
STRUCTURE GEOTECHNICAL REPORT Ramp D Bridge Interstate
STRUCTURE GEOTECHNICAL REPORT Ramp D Bridge Interstate 294 and Interstate 57 Interchange Project IDOT Job: P-91-186-08 (PTB 146, ITEM 1) Proposed SN 016-4102 Cook County, Illinois STRUCTURAL ENGINEER: Mr. Spiro Pantazis, P.E., S.E. T. Y. Lin International 200 South Wacker Drive Suite 1400 Chicago, Illinois 60606 (312) 777-2900 Prepared by: Geo Services, Inc. 805 Amherst Court Suite 204 Naperville, Illinois 60565 (630) 305-9186 JOB NO. 08015 05/23/14 May 23, 2014 T. Y. Lin International 200 South Wacker Drive Suite 1400 Chicago, Illinois 60606 Attn: Mr. Spiro Pantazis, P.E., S.E. Job No. 08015 Re: Structure Geotechnical Report Proposed Ramp D Bridge Interstate 294 and Interstate 57 Interchange Project Proposed SN 016-4102 IDOT Job Number: P-91-186-08 PTB 146, Item #1 Cook County, Illinois Dear Mr. Pantazis: The following report presents the geotechnical analysis and recommendations for the proposed bridge structures for the proposed Ramp D Bridge. A total of five (5) structural soil borings (SB-01 through SB-05) were completed. Copies of these boring logs, along with plan and profiles are included in this report. If there are any questions regarding the information submitted herein, please do not hesitate to contact us. Very truly yours, GEO SERVICES, Inc. Kiran Adhikary, P.E. Andrew J. Ptak, P.E. Senior Project Engineer Office Manager enc. 805 Amherst Court, Suite 204 Naperville, IL 60565-3448 Phone (630) 305-9186 Fax (630) 355-2838 www.geoservicesinc.net TABLE OF CONTENTS SECTION 01: INTRODUCTION ...................................................................................... 2 SECTION 02: PROJECT DESCRIPTION ....................................................................... 2 SECTION 03: SUBSURFACE INVESTIGATION PROCEDURES ................................ -
Transportationtransportation
Transportationtransportation City of Elmhurst Comprehensive Plan TransporTATion Elmhurst’s transportation system consists of an extensive roadway network, including direct access to Interstate High- ways I-290, I-294, and I-88, an extensive commuter rail and bus transit system, as well as a well-connected pedestrian and bike network. This transportation network allows for easy and accessible travel within the City and excellent con- nections to the surrounding metropolitan area. Elmhurst’s interstate highway and commuter rail access are among its strongest assets, making it a very desirable community for living and conducting business. Therefore, maintain- ing a well-functioning and efficient transportation system is critical to sustaining the high quality-of-life in the com- munity. A review of existing conditions, including average daily traffic and transit ridership history, formed the basis for the development of the transportation framework and functional street classification. Through this analysis, pri- Commuter and freight rail tracks ority improvement areas were identified, as well as general improvements or suggestions to manage population and employment growth, relative to a functional and efficient 8. Improve wayfinding signage throughout the city to aid transportation system. This section provides an overview pedestrians, bicyclists and motorists in locating and of the transportation network in Elmhurst and offers some accessing key community facilities. recommendations to sustain and strengthen community mobility. Goal 2: Maintain and determine adequate parking facilities to serve land uses throughout the city. Goals AND OBJECTIVES Objectives: Goal 1: Continue to enhance mobility within the City by 1. Actively monitor, manage and address on-street and effectively managing local traffic issues and anticipating the off-street parking needs within the city to ensure ad- impact of future development on current traffic patterns. -
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 -
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. -
Weekend Closures for Byrne Flyover Work Start Friday
State of Illinois Bruce Rauner, Governor Illinois Department of Transportation Randall S. Blankenhorn, Secretary FOR IMMEDIATE RELEASE: CONTACT: August 20, 2015 Guy Tridgell 312.793.4199 Weekend Closures for Byrne Flyover Work Start Friday CHICAGO – The Illinois Department of Transportation today reminded motorists that four weekends of lane closures on the expressway system surrounding the Jane Byrne Interchange in Chicago will begin this Friday. “We have worked closely with the City of Chicago to make sure these upcoming weekends run as smoothly as possible,” said Illinois Transportation Secretary Randy Blankenhorn. “We wish to stress that Chicago remains open for business and people should continue to enjoy all the city has to offer. But they do need to plan accordingly, account for some longer travel times and should strongly consider taking alternate routes or public transportation, especially if they are driving during the overnight hours.” The closures are necessary for the installation of steel beams that will support the deck of the new flyover bridge linking the inbound Dan Ryan Expressway (westbound Interstate 90/94) to the outbound Eisenhower Expressway (westbound Interstate 290), part of the larger overhaul of the Jane Byrne Interchange. To stage and store equipment and materials, the inbound Kennedy Expressway (eastbound Interstate 90/94) ramp to inbound Congress Parkway closed Wednesday night and will remain closed until Aug. 31. A detour route is posted utilizing the Roosevelt Road exit, Jefferson Street, Harrison Street and Wells Street to connect with Congress Parkway. Over the next two weekends, the following ramps and lanes will be closed, weather permitting: Aug. -
Travel Instructions 1
Travel Instructions 1 to the University of Illinois at Urbana-Champaign Getting to Campus by Car: We look forward to welcoming you to our campus. The University of Illinois at Urbana-Champaign is located in the heart of the US; an easy drive from Chicago, St. Louis From the north on Interstate 57: and Indianapolis; and readily accessible by air, rail, and bus. • Drive south on I-57 to I-74. • Drive east on I-74 to the Lincoln Avenue exit. • Take the Lincoln Avenue exit south. Chicago • Drive 1.7 miles until you get to the corner of Lincoln and Green Street. • Turn right on Green Street. Illinois I-57 I-74 From the south on Interstate 57: Urbana- Champaign • Drive north on I-57 to exit 235, the junction with I-72. As you arrive in Champaign, I-72 becomes University Avenue. • Follow University Avenue east through Champaign, into I-74 Urbana, to Lincoln Avenue (about 3.5 miles). Springfield I-72 • Turn right (south) and go six blocks until you get to the Indianapolis corner of Lincoln Avenue and Green Street. I-55 • Turn right on Green Street. I-70 I-70 From the south, and WIllard Airport, on US Route 45: • Drive north on Route 45 (if leaving Willard Airport, turn left off I-57 Airport Road onto Route 45), through the town of Savoy, to Kirby St. Louis Avenue in Champaign. (Route 45 becomes Neil Street.) • Turn right on Kirby Avenue and drive east into Urbana (Kirby becomes Florida Avenue) to Lincoln Avenue (traffic light). -
Press Release
State of Illinois Bruce Rauner, Governor Illinois Department of Transportation Randall S. Blankenhorn, Secretary FOR IMMEDIATE RELEASE: CONTACT: November 27, 2017 Gianna Urgo 312.814.4693 Guy Tridgell 312.793.4199 Public Meeting for Updated I-55 Managed Lanes Project CHICAGO – The Illinois Department of Transportation will host a public meeting Dec. 6 to share updates and collect feedback on proposed changes to the Interstate 55 managed lanes project. The department recently updated the project plans to include a second managed lane in each direction of I-55 between Interstate 294 (Tri-State Tollway) and Interstate 90/94 (Dan Ryan Expressway). The meeting will be in an open-house format at the following time and location: Wednesday, Dec. 6 4 – 7 p.m. Toyota Park Stadium Club 7000 Harlem Ave. Bridgeview, Ill. 60455 The state received federal approval in 2016 to build one managed lane in each direction of I-55 between Interstate 355 near Bolingbrook to I-90/94 in Chicago. The revised project proposes to add the second managed lane north of the Tri-State Tollway within the existing IDOT right of way. The additional capacity will make it easier to maintain consistent, reliable speeds and travel times for all I-55 users. No funding has been identified for construction, but IDOT continues to pursue the project as a public-private partnership. Exhibits will be on display and an audio-visual presentation will be shown continuously during the meeting. Project team members will be available to discuss the project and answer questions. Written comments can be submitted at the meeting, mailed afterward or submitted via the project website www.i55managedlaneproject.org. -
Performance of I-57 Recycled Concrete Pavements
CIVIL ENGINEERING STUDIES Illinois Center for Transportation Series No. 09-032 UILU-ENG-2009-2002 ISSN: 0197-9191 PERFORMANCE OF I-57 RECYCLED CONCRETE PAVEMENTS Prepared By Jeffrey R. Roesler J. Gregory Huntley University of Illinois at Urbana-Champaign Research Report ICT-09-032 A report of the findings of ICT-R41 Performance of I-57 Recycled Concrete Pavements Illinois Center for Transportation January 2009 Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. FHWA-ICT-09-032 4. Title and Subtitle 5. Report Date January 9, 2009 PERFORMANCE OF I-57 RECYCLED CONCRETE PAVEMENT 6. Performing Organization Code 8. Performing Organization Report N o. 7. Author(s) ICT-09-032 Jeffrey Roesler and J. Gregory Huntley UILU-ENG-2009-2002 9. Performing Organization Name and Address 10. Work Unit ( TRAIS) University of Illinois at Urbana-Champaign 11. Contract or Grant No. Department of Civil and Environmental Engineering R 27-41 205 North Matthews Ave. 13. Type of Report and Period Covered Urbana, IL 61801 Final Report Jan 2008 to December 2008 12. Sponsoring Agency Name and Address Illinois Department of Transportation Bureau of Material and Physical Research 126 East Ash Street 14. Sponsoring Agency Code Springfield, IL 62704 15. Supplementary Notes 16. Abstract In 1986-1987 the Illinois Department of Transportation (IDOT) constructed a demonstration project on I-57 near Effingham, Illinois to evaluate the viability of recycling an existing jointed reinforced concrete pavement for use as its primary aggregates in the surface mixture of a 10-in continuously reinforced concrete pavement (CRCP). -
I-57 Bourbonnais Parkway Development Area Greater Chicago • 1,400 Acres Industrial Tif Property
I-57 BOURBONNAIS PARKWAY DEVELOPMENT AREA GREATER CHICAGO • 1,400 ACRES INDUSTRIAL TIF PROPERTY WELCOME TO READY WORKFORCE BOURBONNAIS PARKWAY Strategically located in the Greater Chicago region, Among the fastest growing metros in Illinois, Kankakee County Kankakee County, IL, has a total labor force of more is ideally situated 45 miles south of Downtown Chicago along than 367,000 within a 30-minute drive radius, 2.5 the I-57 Corridor. Ready access to the interstate, rail, all utilities, million within a 45-minute drive radius. fiber, workforce and competitive growth incentives means our diverse business community, including Fortune and Global AVAILABLE INCENTIVES 500 companies, is able to thrive. Total capital investment in • 5-year Property Tax Abatement Kankakee County for the years 2014-16 exceeded $1.2 billion. • Sales Tax Exemption for New Construction • Sales Tax Sharing Milwuakee Detroit • Industrial Tax Increment Financing Cleveland Chicago SITE DETAILS • 1,400 Acre TIF Land • Interstate Adjacency KANKAKEE • 3,000 Total Acres • Level Topography COUNTY Indianapolis • All Utilities in Place • Class I Rail Washington• Dark Fiber D.C. Available • IL EPA Attainment Area St. Louis Louisville Nashville SITE LAND USE SCHEMATIC Bourbonnais Parkway Development Area 52 50 26± ACRES 57 64± ACRES TRANSPORTATION 30± ACRES 26± ACRES 45 52 PHASE II 149± ACRES • Interstate 57 adjacent 127± ACRES 129± ACRES 455± ACRES • 27 miles to Interstate 80 • 12 miles to Greater Kankakee Airport • 42 miles to Midway Airport 7± ACRES 7± ACRES • 63 miles to