DOCSLIB.ORG

Proposed Highway Improvement Program

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text

Load more

FY 2007-2012 Proposed Highway Improvement Program HIGHWAY DISTRICT 5 TABLE OF CONTENTS Program Summary State Project Descriptions Local Project Descriptions MAPS District 5 Bloomington - Normal and Vicinity Champaign – Urbana and Vicinity Danville and Vicinity Jobs For Illinois Program Program Descriptions Program Map HIGHWAY PROGRAM SUMMARY ILLINOIS DEPARTMENT OF TRANSPORTATION REGION 3, DISTRICT 5, PARIS Overview Highway District 5 encompasses 7 counties in eastern Illinois and includes the cities of Bloomington- Normal, Champaign-Urbana, Clinton, Danville, Tuscola, plus many smaller communities which serve as satellites for the larger employment areas or as focal points of this farming area. The state highway system in District 5 consists of 1,352 miles of highways and 677 bridges, supporting 9.9 million vehicle miles of travel daily. State Program The program for state and local highways will average $1.738 billion annually for the FY 2007-2012 period. Approximately $238 million will be provided during FY 2007-2012 for improvements to state highways in District 5. The following table summarizes anticipated accomplishments on the state highway system in District 5 during this time frame. FY 2007-2012 Accomplishments System Maintenance Interstate (miles) 87 Non-Interstate (miles) 188 Safety Locations (number) 2 Bridge Maintenance Interstate (number) 17 Non-Interstate (number) 42 New Bridges (number) 3 Congestion Mitigation Roads (miles) 0 Traffic Improvements (number) 6 System Expansion Roads (miles) 0 Locations (number) 0 Major projects of interest that are tentatively scheduled during the FY 2007-2012 time frame include: • Interstate 55 from Interstate 39 at Normal to the northeast interchange and Interstate 55 Business. Resurfacing on 2.8 miles, bridge work and associated work are programmed in FY 2007 at a cost of $2.5 million. • Interstate 55 Business (Veterans Parkway) at Morris Avenue, Greenwood Avenue and Cabintown Road in Bloomington. Intersection improvements, traffic signal installation, a retaining wall and land acquisition are programmed during FY 2007-2012 at a cost of $5.7 million. Of this total, land acquisition is programmed in FY 2007 at a cost of $200,000. • Interstate 57 from the Coles/Douglas County line to Sadorus Road in Douglas County and Champaign County. Resurfacing on 22.6 miles, bridge repair and safety improvements are programmed during FY 2008-2012 at a cost of $17.4 million. • Interstate 57 at Curtis Road southwest of Champaign. A new interchange, new bridge, new culvert, pedestrian overpass, utility adjustments and associated work are programmed during FY 2007-2012 at a cost of $13.8 million. Of this total, a new interchange, new bridge, new culvert, 5-i utility adjustments and associated work are programmed in FY 2007 at a cost of $12.8 million. This project is contingent upon local agencies constructing a local roadway. • Interstate 72 from the Macon County line to Mattis Avenue in Champaign. Resurfacing on 29.9 miles, bridge work, including bridge replacement under Staley Road, engineering for contract plans and associated work are programmed during FY 2008-2012 at a cost of $26.6 million. • Interstate 74/55 from north of Interstate 55 Business Loop to east of US 51 in Bloomington. Resurfacing on 3.6 miles, patching and bridge repair are programmed during FY 2008-2012 at a cost of $6 million. • US 45 over the UP & CSXT Railroad and over US 36 at Tuscola. New construction, a bridge replacement and associated work are programmed in FY 2007 at a cost of $5.5 million. • US 136 at the North Fork Vermilion River 3.5 miles north of Danville. A bridge replacement is programmed in FY 2007 at a cost of $3.2 million. • US 136 from National Street to Kansas Avenue in Danville. Widening and resurfacing on 0.8 mile, a bi-directional left turn lane, land acquisition and utility adjustments are programmed during FY 2008-2012 at a cost of $4.5 million. • Illinois 47 over the Sangamon River 1.7 miles south of the Ford County line. A bridge replacement and land acquisition are programmed in FY 2007 at a cost of $1.6 million. • Illinois 130 from Madison Street in Philo to the Coles County line. Resurfacing on 24.4 miles is programmed during FY 2008-2012 at a cost of $4.1 million. • Illinois 133 from Illinois 49 to Illinois 16 in Paris. Resurfacing on 12.9 miles and a culvert replacement are programmed in FY 2007 at a cost of $3.1 million. 5-ii FY 2007-2012 Highway Improvement Program District 5 State Highways MYP Years Route/Street Location Improvements Est. Cost County Past Current I 55 OVER I-74 (EB) & I-55 BUSN (SB) SW OF BLOOMINGTON BRIDGE REPLACEMENT $4,000,000 MCLEAN 2 2008-2012 (NORTHBOUND) I 55 OVER I-74 (EB) & I-55 BUSN (SB) SW OF BLOOMINGTON P.E. (PHASE II) $400,000 MCLEAN 2 2008-2012 (NORTHBOUND) I 55 I-39 AT NORMAL TO NE INTCHG & I-55 BUSN RESURFACING $2,530,000 MCLEAN 5 2007 US 51 Miles = 2.82 PATCHING BRIDGE REPAIR BRIDGE DECK WATERPROOFING SLOPEWALL REPAIR I 55 BUS AT MORRIS AVE, GREENWOOD AVE & CABINTOWN RD IN INTERSECTION IMPROVEMENT $5,210,000 MCLEAN 9 2008-2012 VETERANS PKWY BLOOMINGTON TRAF SIGNAL INSTALLATION RETAINING WALL I 55 BUS AT MORRIS AVE, GREENWOOD AVE & CABINTOWN RD IN LAND ACQUISITION $200,000 MCLEAN 2 2007 VETERANS PKWY BLOOMINGTON I 55 BUS AT MORRIS AVE, GREENWOOD AVE & CABINTOWN RD IN LAND ACQUISITION $300,000 MCLEAN 2 2008-2012 VETERANS PKWY BLOOMINGTON I 57 COLES COUNTY LINE TO 0.3 MI N OF US 36 RESURFACING $7,850,000 DOUGLAS 2 2008-2012 Miles = 10.48 SAFETY IMPROVEMENTS I 57 0.3 MI N OF US 36 TO SADORUS RD RESURFACING $9,550,000 DOUGLAS 2 2008-2012 Miles = 12.15 SAFETY IMPROVEMENTS CHAMPAIGN BRIDGE REPAIR I 57 ILLINI PRAIRIE REST AREA NW OF PESOTUM PARKING IMPROVEMENT $985,000 CHAMPAIGN 7 2008-2012 I 57 AT CURTIS RD SW OF CHAMPAIGN INTERCHANGE (NEW) $12,800,000 CHAMPAIGN 6 2007 BRIDGE (NEW) CULVERT (NEW) SCENIC ENHANCEMENT UTILITY ADJUSTMENT CONTINGENT UPON LOCAL AGENCIES CONSTRUCTING LOCAL ROADWAY. 5 - 1 FY 2007-2012 Highway Improvement Program District 5 State Highways MYP Years Route/Street Location Improvements Est. Cost County Past Current I 57 AT CURTIS RD SW OF CHAMPAIGN PEDESTRIAN OVERPASS $1,000,000 CHAMPAIGN 3 2008-2012 CONTINGENT UPON LOCAL AGENCIES CONSTRUCTING LOCAL ROADWAY. I 57 UNDER WINDSOR RD SW OF CHAMPAIGN BRIDGE WIDENING $1,340,000 CHAMPAIGN 6 2008-2012 I 57 UNDER WINDSOR RD SW OF CHAMPAIGN LAND ACQUISITION $10,000 CHAMPAIGN 4 2008-2012 I 57 UNDER WINDSOR RD SW OF CHAMPAIGN UTILITY ADJUSTMENT $50,000 CHAMPAIGN 4 2008-2012 I 57 UNDER KIRBY AVE W OF CHAMPAIGN BRIDGE WIDENING $1,340,000 CHAMPAIGN 2 2008-2012 I 57 UNDER MATTIS AVE IN CHAMPAIGN BRIDGE REPLACEMENT $2,350,000 CHAMPAIGN 8 2008-2012 I 57 UNDER MATTIS AVE IN CHAMPAIGN UTILITY ADJUSTMENT $432,000 CHAMPAIGN 4 2008-2012 I 57 UNDER MATTIS AVE IN CHAMPAIGN LAND ACQUISITION $30,000 CHAMPAIGN 4 2008-2012 I 57 1 MI S OF I-74 TO S OF OLYMPIAN DR & 2 MI S OF RESURFACING $7,300,000 CHAMPAIGN 3 2008-2012 THOMASBORO TO US 136 SAFETY IMPROVEMENTS Miles = 9.06 I 72 MACON CO LINE TO FAS 1532 NE OF WHITE HEATH RESURFACING $11,550,000 PIATT 2 2008-2012 ILL 48 Miles = 15.89 SAFETY IMPROVEMENTS MACON BRIDGE DECK OVERLAY I 72 UNDER FAS 538 & ILL 105 BRIDGE NEW DECK $1,980,000 PIATT 6 2008-2012 I 72 UNDER FAS 538 & ILL 105 P.E. (PHASE II) $250,000 PIATT 4 2008-2012 5 - 2 FY 2007-2012 Highway Improvement Program District 5 State Highways MYP Years Route/Street Location Improvements Est. Cost County Past Current I 72 FAS 1532 NE OF WHITE HEATH TO MATTIS AVE RESURFACING $11,180,000 PIATT 3 2008-2012 Miles = 14.04 SAFETY IMPROVEMENTS CHAMPAIGN BRIDGE DECK OVERLAY BRIDGE NEW DECK LIGHTING I 72 UNDER STALEY RD W OF CHAMPAIGN BRIDGE REPLACEMENT $1,674,000 CHAMPAIGN 9 2008-2012 I 74 E OF US 51 TO 3.1 MI SE OF FAS 1480 (DOWNS EXIT) RESURFACING $9,245,000 MCLEAN 1 2008-2012 Miles = 9.79 BRIDGE REPAIR I 74 N OF I-55 BUSN LOOP TO E OF US 51 AT BLOOMINGTON RESURFACING $5,989,000 MCLEAN 6 2008-2012 I 55 Miles = 3.56 PATCHING US 51 BRIDGE REPAIR I 74 MCLEAN CO LINE TO PIATT CO LINE RESURFACING $3,885,000 DEWITT 3 2008-2012 Miles = 5.18 SAFETY IMPROVEMENTS BRIDGE JOINT REPAIR I 74 MANSFIELD TO MAHOMET RESURFACING $3,160,000 PIATT 2 2008-2012 Miles = 4.51 UNDERDRAINS CHAMPAIGN SAFETY IMPROVEMENTS I 74 E OF URBANA TO W OF ST JOSEPH BRIDGE NEW DECK $2,520,000 CHAMPAIGN 6 2008-2012 BRIDGE RAISING I 74 UNDER FAS 516 AT ST JOSEPH BRIDGE REPLACEMENT $2,000,000 CHAMPAIGN 8 2008-2012 I 74 UNDER FAS 516 AT ST JOSEPH LAND ACQUISITION $10,000 CHAMPAIGN 4 2008-2012 I 74 UNDER ILL 49 (S) & ILL 49 (N) BRIDGE REPLACEMENT $3,900,000 CHAMPAIGN 8 2008-2012 VERMILION I 74 UNDER TILTON RD S OF DANVILLE BRIDGE REPLACEMENT $2,816,000 VERMILION 9 2008-2012 5 - 3 FY 2007-2012 Highway Improvement Program District 5 State Highways MYP Years Route/Street Location Improvements Est. Cost County Past Current US 24 W OF MCLEAN ST IN GRIDLEY TO W OF I-55 RESURFACING $1,150,000 MCLEAN 2 2008-2012 Miles = 7.28 COLD MILLING US 36 BEAR CREEK 0.5 MI E OF ATWOOD BRIDGE REPLACEMENT $200,000 DOUGLAS 2 2008-2012 US 36 MOULTRIE CO LINE TO WASHINGTON ST IN TUSCOLA RESURFACING $1,470,000 DOUGLAS 3 2008-2012 Miles = 9.78 PIATT US 36 HACKETT BRANCH 2.4 MI E OF I-57 BRIDGE REPLACEMENT $280,000 DOUGLAS 2 2008-2012 US 36 US 150 AT CHRISMAN TO INDIANA STATE LINE RESURFACING $1,355,000 EDGAR 2 2008-2012 Miles = 7.64 US 36 SALT FORK CREEK 3 MI W OF INDIANA STATE LINE BRIDGE DECK OVERLAY $70,000 EDGAR 2 2008-2012 US 45 AT CRYSTAL LAKE DR IN URBANA INTERSECTION IMPROVEMENT $250,000 CHAMPAIGN 3 2007 CUNNINGHAM AVE TRAF SIGNAL INSTALLATION IDOT PARTICIPATION IN PROJECT CONTINGENT ON A COMPREHENSIVE ACCESS PLAN FROM THE CITY OF URBANA FOR THE AREA SERVED.
Recommended publications
  • Gilman Industrial Park Brochure

    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 .
  • Metropolitan Transportation Plan (MTP) 2040

    Metropolitan Transportation Plan (MTP) 2040

    Metropolitan Transportation Plan (MTP) 2040 4.1 Roads and Highways Element The largest part of the transportation system is a roadway network of more than 7,000 lane miles and is comprised of NCDOT maintained roads, locally maintained roads, and private roads. In late 2013 the metropolitan area boundary for the High Point MPO increased in size to include the remaining portion of Davidson County not already included in an MPO. This substantially expanded the roadway network for the MPO. Radial movements that are strongest in the MPO are: • Towards Greensboro and Jamestown to the northeast, • Towards Winston-Salem from High Point to the northwest via Interstate 74, • Towards the Piedmont Triad International Airport to the north via NC 68, • Towards Lexington from High Point to the southwest via Interstate 85 and US 29/70, and • Towards Winston-Salem from Lexington via US 52. • There is some radial demand between High Point, Thomasville, Archdale, Trinity, and Wallburg. Heavily traveled routes include: • Eastchester Drive (NC 68), towards Piedmont Triad International Airport • Westchester Drive and National Highway (NC 68), towards Thomasville • NC 109 • Main Street in High Point, • Main Street in Archdale, • US 311 Bypass, • Interstate 85, • US 29-70, • Wendover Avenue, • Main Street and NC 8 in and around Lexington, • High Point - Greensboro Road, and 4.1 Roads and Highways Element • Surrett Drive. Chapter: 1 Metropolitan Transportation Plan (MTP) 2040 The projects in the Roadway Element of the Transportation Plan come from the Comprehensive Transportation Plan (CTP) for the High Point Urbanized Area. The differences between the Roadway Element of the MTP and the CTP include: • The MTP is required by Federal Law, CTP is mandated by the North Carolina Department of Transportation.
  • Ultimate RV Dump Station Guide

    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 ...........................................................
  • Gregor Weichbrodt on the Road 0X0a

    Gregor Weichbrodt on the Road 0X0a

    0x0a On the Road Gregor Weichbrodt On the Road Gregor Weichbrodt 0x0a © 2014 Gregor Weichbrodt All rights reserved. www.ggor.de CONTENTS About this book ........................ 5 Chapter 1 ............................... 7 Chapter 2 .............................. 23 Chapter 3 .............................. 41 Chapter 4 .............................. 53 ABOUT THIS BOOK Based on the novel “On the Road” by Jack Kerouac and Google Maps Direction Service. The exact and approximate spots Kerouac traveled and described are taken from the book and parsed by Google Direction Service API. The chapters match those of the original book. Gregor Weichbrodt January 2014 www.ggor.de 7 CHAPTER 1 Head northwest on W 47th St toward 7th Ave. Take the 1st left onto 7th Ave. Turn right onto W 39th St. Take the ramp onto Lincoln Tunnel. Parts of this road are closed Mon–Fri 4:00 – 7:00 pm. Entering New Jersey. Continue onto NJ-495 W. Keep right to continue on NJ-3 W, follow signs for New Jersey 3 W/Garden State Parkway/Secaucus. Take the New Jersey 3 W exit on the left toward Clifton. Merge onto NJ-3 W. Slight right onto the Garden State Pkwy N ramp. Merge onto Garden State Pkwy. Take exit 155P on the left to merge onto NJ-19 N toward I-80/ Paterson. Turn left onto Cianci St. Turn right onto Market St. Head west on Market St toward Washington St. Turn left onto Main St. Turn right onto County Rd 509 S. Take the Interstate 80 E ramp. Merge onto I-80 E. Take exit 62A-62B toward Saddle 9 Brook/Saddle River Rd/Garden State Pkwy.
  • CED-79-94, Excessive Truck Weight

    CED-79-94, Excessive Truck Weight

    COMPTROLLER ..GENERAL'S EXCESSIVE TRUCK WEIGHT: REPORT TO THE CONGRESS AN EXPENSIVE BURDEN WE CAN NO LONGER SUPPORT D I G E S T ---~----;--- Arner ica mov'es on its roaas ana these roaas are in trouble. They are deteriorating at an accelerated pace and suff icie.o.t f.u.Pd.S. aea-noi:. a-VaiTabTe to -cope with curr_efil n.e_eiL<;;_ o.r meet mcure requirements. · While there are many uncontrollable causes of highway deterioration, such as weather, exces­ sive truck weiqht is. .onE .c.au.s_e th.at c_an be con­ ~rolle,g,. By strictly enforcing tneir we-ight · laws,-States could virtually eliminate damage caused by overweight trucks. While controlling truck weights will not eliminate highway deteri­ oration, applying Feaeral weight limits to all trucks on all Federal-aid highways could re­ duce it even further. National statistics show that at least 22 per­ cent of all loaded tractor-trailers exceed State weight limits. This percentage is even higher for other types of large trucks. (Seep.11.) In 1956, Congress established weight limits for interstate highways as a precondition for Federal highway funaing, but these limits ao not apply to noninterstate Federal-aid high­ ways--95 percent of the Federal-aia system. Even for interstate highways, higher weights are often allowea. The Federal investment in the Nation's nighway system, over $96 billion s~nc~ 1956, must be protectea. (Seep. 37.) eongress should amend the highway legislation 1o: · · --Make Federal weight limits also apply to noninterstate Federal-aid highways in all States. --Terminate current exceptions in Federal law that allow higher limits on some interstate highways.
  • Chapter Provides Information on EGC ESP Site Location, On-Site

    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.
  • Travel Instructions 1

    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).
  • Performance of I-57 Recycled Concrete Pavements

    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).
  • Traffic and Safety Study for US 52 and SR 7 in Lawrence County, Ohio

    Traffic and Safety Study for US 52 and SR 7 in Lawrence County, Ohio

    Traffic and Safety Study for US 52 and SR 7 in Lawrence County, Ohio LOS during the peak hours are the intersections of the Ashland Bridge with US 52 and Charley Creek Road Executive Summary with US 52. With no additional investment, in 2030, 14 of the study intersections are projected to operate at This Traffic and Safety Study for US 52 and SR 7 in Lawrence County, Ohio has been conducted to focus on LOS D or worse in the AM or PM peak hours, and 9 would operate below LOS D in both the AM and PM the mobility and safety along the corridor in Lawrence County, Ohio. This plan was developed by Kimley- peak hours. Horn and Associates, in conjunction with the KYOVA Interstate Planning Commission and the Ohio In addition to analyzing quantitative data, public input was obtained to identify the perceived needs of corridor Department of Transportation. The goal in developing this study is to examine the corridor’s current users. A series of public meetings for the study allowed several issues to be identified for the corridor, conditions, reasonably forecast future conditions, and create and evaluate recommendations for dealing with including the following. issues impacting safety and mobility along the corridor. This document explains the efforts undertaken to address that goal. There is a lack of alternate routes to SR 7 in Proctorville to use when incidents occur. Analysis of Conditions The speed limit on US 52 changes from 65 MPH to 55 MPH at the Scioto County line. Consequently, there is a speed differential near the county line as some vehicles slow down and others do not.
  • Museum of Natural History

    Museum of Natural History

    p m r- r-' ME FYF-11 - - T r r.- 1. 4,6*. of the FLORIDA MUSEUM OF NATURAL HISTORY THE COMPARATIVE ECOLOGY OF BOBCAT, BLACK BEAR, AND FLORIDA PANTHER IN SOUTH FLORIDA David Steffen Maehr Volume 40, No. 1, pf 1-176 1997 == 46 1ms 34 i " 4 '· 0?1~ I. Al' Ai: *'%, R' I.' I / Em/-.Ail-%- .1/9" . -_____- UNIVERSITY OF FLORIDA GAINESVILLE Numbers of the BULLETIN OF THE FLORIDA MUSEUM OF NATURAL HISTORY am published at irregular intervals Volumes contain about 300 pages and are not necessarily completed in any one calendar year. JOHN F. EISENBERG, EDITOR RICHARD FRANZ CO-EDIWR RHODA J. BRYANT, A£ANAGING EMOR Communications concerning purchase or exchange of the publications and all manuscripts should be addressed to: Managing Editor. Bulletin; Florida Museum of Natural Histoty, University of Florida P. O. Box 117800, Gainesville FL 32611-7800; US.A This journal is printed on recycled paper. ISSN: 0071-6154 CODEN: BF 5BAS Publication date: October 1, 1997 Price: $ 10.00 Frontispiece: Female Florida panther #32 treed by hounds in a laurel oak at the site of her first capture on the Florida Panther National Wildlife Refuge in central Collier County, 3 February 1989. Photograph by David S. Maehr. THE COMPARATIVE ECOLOGY OF BOBCAT, BLACK BEAR, AND FLORIDA PANTHER IN SOUTH FLORIDA David Steffen Maehri ABSTRACT Comparisons of food habits, habitat use, and movements revealed a low probability for competitive interactions among bobcat (Lynx ndia). Florida panther (Puma concotor cooi 1 and black bear (Urns amencanus) in South Florida. All three species preferred upland forests but ©onsumed different foods and utilized the landscape in ways that resulted in ecological separation.
  • ADM Intermodal Ramp

    ADM Intermodal Ramp

    ADM Intermodal Ramp Market Reach The ADM Intermodal Ramp is a 280-acre facility located in Decatur, Illinois offering non-congested, toll-free access to one of the country’s heaviest 500 MILE RADIUS truck and rail traffic flows. The ramp directly connects the Midwest to the East, West and Gulf Minneapolis Milwaukee Detroit Coasts of North America. Chicago Omaha With 25-minute truck turn times at the ADM Indianapolis Intermodal Ramp, drivers spend more time on the 250 MILE RADIUS Columbus road covering greater distances rather than sitting Decatur in long lines cutting into valuable drive time. Kansas City St. Louis Louisville The intermodal ramp is positioned near uncongested interstates. Trucks are at full speed within minutes Nashville Little Rock of picking up containers. Memphis We Have It All Centrally located between: TRUCK AVAILABILITY Chicago, Indianapolis, and St. Louis CHASSIS AVAILABILITY 10-hour truck radius reaches: Minneapolis, Chicago, Milwaukee, DRIVER AVAILABILITY Detroit, Indianapolis, Columbus, Nashville, Memphis, St. Louis, Kansas City and Omaha 25-MINUTE TURN TIMES Toll Free No tolls within 100+ mile radius of the ramp ADM Intermodal Ramp • 3095 E. Parkway Dr. • Decatur, IL 62526 Midwest Inland Port The Midwest Inland Port is a multi-modal hub that delivers flexibility for companies through a well- positioned transportation corridor consisting of ADM’s Intermodal Ramp, four railroads, five major roadways and an airport. • Rail access to 4 railroads – CN, DCC, DREI & NS • On-site storage of over 800 FEU’s including 20’, 40’ • Situated adjacent to state Interstate 72 and ISO tanks • Open 7 am to 4:30 pm Monday through Friday • 2 x 2,000 feet of working track Port Access PRINCE RUPERT, BC Why it’s easier VANCOUVER, BC in Decatur HALIFAX, NS At the ADM Intermodal Ramp, MONTREAL, PQ we’re a one stop shop that results in easier logistics.
  • I-294/I-57 Interchange Cook County, Illinois

    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...............................................................................................