Proposed Highway Improvement Program
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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 . -
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 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
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
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 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 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
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 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
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 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 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...............................................................................................