The Interstate Highway System in Missouri
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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 -
Winter Storm 2004 Hammered the Nation’S Courtesy of Randy West Heartland from the Great Lakes to the Texas Panhandle with Heaping Amounts of Snow and Ice
The joyful holiday season of 2004 was thrown awry when Heavy snow early in the storm in Harrison County brings traffic to a crawl along mother nature threw in a “large monkey wrench” just before Interstate 64 in southern Indiana. Christmas. Winter Storm 2004 hammered the nation’s Courtesy of Randy West heartland from the Great Lakes to the Texas Panhandle with heaping amounts of snow and ice. This historic event was the biggest winter phenomenon in the Louisville, Kentucky area since the February 1998 and January 1994 major snowstorms. Winter Storm 2004 pounded the Ohio Valley with two heavy bursts of snow and ice separated by only a few hours. Snow fell in southern Indiana at rates approaching 4 inches per hour and totaling up to 30 inches in some areas. In parts of Louisville, up to 6 inches of sleet accumulated with 6-12 inches total of snow and sleet. In some locations across central Kentucky, solid ice layers up to 1-1.5 inches thick blanketed homes, trees, and roadways. Uncommon thunder- snow and thundersleet were observed during this extraordinary Storm Impacts winter storm. To top it all off, bitter cold temperatures as • Very heavy snow accumulations and snow drifts low as -13°F greeted area residents Christmas morning. The up to 5 feet made travel extremely difficult and December 2004 winter storm is one residents in the Ohio shut down interstates in parts of the Ohio River Valley will not soon forget! Valley: I-64 (3 days) and I-65 (12 hours). • Areas of 1-1.5 inches of ice from Bowling Green to Bardstown caused power outages and tree/structural roof damage. -
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. -
Nelson County Comprehensive Plan
Nelson County Comprehensive Plan As Approved by the Nelson County Board of Supervisors and Nelson County Planning Commission Adopted _______, 2012 Prepared by The Nelson County Planning Commission with the assistance of The Citizens of Nelson County at the request of The Nelson County Board of Supervisors Staff support from the Thomas Jefferson Planning District Commission Design Resources Center, University of Virginia Nelson County Department of Planning Nelson County Comprehensive Plan Table of Contents Executive Summary i Chapter One-Portrait of Nelson County 1 A Brief History of Nelson County 1 Nelson County Today 2 Chapter Two-Purpose of the Plan 4 Chapter Three-Goals and Principles 5 Economic Development 5 Transportation 7 Education 8 Public and Human Services 9 Natural, Scenic, and Historic Resources 10 Recreation 11 Development Areas 13 Rural Conservation 14 Chapter Four-Land Use Plan 16 Introduction 16 Land Use Planning Data 17 Existing Land Use 17 Areas Served by Water and/or Sewer 19 Environmental Constraints: Steep Slopes, Soil Potential for Agricultural Use 21 Land Use Plan for Designated Development Areas 25 Rural Small Town Development Model 26 Rural Village Development Model 28 Neighborhood Mixed Use Development Model 30 Mixed Commercial Development Model 32 Light Industrial Development Model 34 Land Use Plan for Rural Conservation Areas 36 Future Land Use Plan and Map 38 Chapter Five – Transportation Plan 41 Introduction 41 Purpose 41 Background 42 Existing Plans and Studies 42 Existing Roadway Inventory 48 Interstate -
Proposed Project – I-35 Improvements
I‐35 ROADWAY Proposed Project – I‐35 Improvements Existing Facility The majority of existing I‐35 between the Williamson/Bell County Line and Hillsboro is four lanes, with six‐lane sections in Waco, Temple, and the southern part of Bell County. Project Purpose The purpose of the proposed project is to increase capacity and improve mobility on I‐35. Project Proposed by Corridor Segment 2 Committee The I‐35 Corridor Segment 2 Committee is considering improvements to I‐35, which would involve widening I‐35 to eight lanes from Hillsboro to the Williamso n/Bell County Line for a distance of approximately 93 miles. Conceptual Project Cost Estimate According to the TxDOT Waco District Improvement Plan, the cost for expanding I‐35 to six lanes through this area is estimated at approximately $1.5 billion. The six‐lane expansion of I‐35 is currently underway. The estimated cost for expanding I‐35 from six to eight lanes is between $2.25 billion and $3.25 billion, including design and construction. This cost, in 2010 dollars, does not include the purchase of right of way. The estimated project costs could increase due to right of way purchases and potential impacts to properties. I‐35 Corridor Segment 2 Committee www.MY35.org September 2010 I‐35 ROADWAY Proposed Project – I‐35E from I‐20 to Hillsboro Existing Facility The existing I‐35E facility is four lanes from Hillsboro to approximately ten miles south of I‐20, where it transitions to six and then eight lanes. Project Purpose The purpose of the proposed project is to increase capacity and improve overall mobility on I‐35E. -
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. -
Sb1098 Int.Pdf
STATE OF OKLAHOMA 2nd Session of the 47th Legislature (2000) SENATE BILL 1098 By: Helton AS INTRODUCED An Act relating to roads, bridges and ferries; amending 69 O.S. 1991, Section 1705, as last amended by Section 414, Chapter 5, 1st Extraordinary Session, O.S.L. 1999 (69 O.S. Supp. 1999, Section 1705), which relates to the Oklahoma Turnpike Authority; requiring the Oklahoma Turnpike Authority to construct an off ramp on the H.E. Bailey Turnpike at Fletcher, Oklahoma in the vicinity of the Interstate 44 and State Highway 277 intersection; prohibiting the removal and requiring maintenance of certain on or off ramp; and providing an effective date. BE IT ENACTED BY THE PEOPLE OF THE STATE OF OKLAHOMA: SECTION 1. AMENDATORY 69 O.S. 1991, Section 1705, as last amended by Section 414, Chapter 5, 1st Extraordinary Session, O.S.L. 1999 (69 O.S. Supp. 1999, Section 1705), is amended to read as follows: Section 1705. The Oklahoma Turnpike Authority is hereby authorized and empowered: (a) To adopt bylaws for the regulation of its affairs and conduct of its business. (b) To adopt an official seal and alter the same at pleasure. (c) To maintain an office at such place or places within the state as it may designate. (d) To sue and be sued in contract, reverse condemnation, equity, mandamus and similar actions in its own name, plead and be impleaded; provided, that any and all actions at law or in equity against the Authority shall be brought in the county in which the principal office of the Authority shall be located, or in the county of the residence of the plaintiff, or the county where the cause of action arose. -
CHAPTER I Purpose and Need
I - 1 CHAPTER I Purpose and Need A. Introduction On June 29, 1956, President Dwight D. Eisenhower signed the Federal Aid Highway Act of 1956. The Interstate Highway System, also known as the Eisenhower System of Interstate and Defense Highways, is an interconnected system of 45,500 miles (73,225.2 km) of limited-access highways across the United States. One of the most important of these highways is Interstate 70 (I-70), providing for east-west transcontinental interstate access across much of the United States. In August 1956, shortly after President Eisenhower signed the legislation creating the Interstate Highway System, the Missouri State Highway Commission awarded the first contract toward the construction of I-70. Construction continued for another nine years and I-70 now spans a distance of more than 250 miles across the state. Other than short reconstructed portions, the newest sections of I-70 are 39 years old. With maintenance provided by the Missouri Department of Transportation (MoDOT), the facility has outlasted its original design life of 20 years and has carried traffic volumes of both cars and heavy trucks that have far exceeded the expectations of the original designers. The Missouri Department of Transportation and the Federal Highway Administration (FHWA) propose improving a portion of the I-70 corridor between just west of Route 19 (milepost 174) and Lake St. Louis Boulevard to meet the current and future needs of this extremely important transportation facility. To facilitate this action, MoDOT has completed a First Tier Environmental Impact Statement and initiated this Second Tier Environmental Impact Statement (STEIS) to fulfill this goal. -
Greater OKLAHOMA CITY at a Glance
Greater OKLAHOMA CITY at a glance 123 Park Avenue | Oklahoma City, OK 73102 | 405.297.8900 | www.greateroklahomacity.com TABLE OF CONTENTS Location ................................................4 Economy .............................................14 Tax Rates .............................................24 Climate ..................................................7 Education ...........................................17 Utilities ................................................25 Population............................................8 Income ................................................21 Incentives ...........................................26 Transportation ..................................10 Labor Analysis ...................................22 Available Services ............................30 Housing ...............................................13 Commercial Real Estate .................23 Ranked No. 1 for Best Large Cities to Start a Business. -WalletHub 2 GREATER OKLAHOMA CITY: One of the fastest-growing cities is integral to our success. Our in America and among the top ten low costs, diverse economy and places for fastest median wage business-friendly environment growth, job creation and to start a have kept the economic doldrums business. A top two small business at bay, and provided value, ranking. One of the most popular stability and profitability to our places for millennials and one of companies – and now we’re the top 10 cities for young adults. poised to do even more. The list of reasons you should Let us introduce -
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). -
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. -
Ide to I-70 Through Southeastern Utah – Discovermoab.Com - 6/22/07 Page 1
A Guide to I-70 Through Southeastern Utah – discovermoab.com - 6/22/07 Page 1 and increase to Milepost 227 near the Colorado border. Mileage marker posts 2W - Thompson Springs A Guide to I-70 Through (or Mileposts) and Exit numbers Welcome Center Southeastern Utah correspond, and both are used in the Milepost 189 descriptive text which follows. This rest area welcomes westbound Although the scenery is spectacular as visitors with free brochures and maps. viewed from the highway, you are The center, operated by the State of Utah, encouraged to stop at the sites described is open all year. From Memorial Day Moab Area Travel Council below to see even more. Other nearby through Labor Day, personnel are on duty Internet Brochure Series points of interest accessible from 1-70 are from 8 a.m. to 8 p.m. to answer your Available from: briefly noted and located on the map. questions. The rest of the year the center More detailed information on these sights is operated from 9 a.m. to 5 p.m. Indoor discovermoab.com can be obtained by contacting the rest rooms, water, picnic shelters, and a appropriate agencies listed in this public phone are available at all times. brochure. INTRODUCTION Food and fuel are available at Thompson 1W - Harley Dome View Area Springs (Exit 187), which provides access Interstate 70 (1-70) through southeastern Milepost 228 to a panel of Native American rock art in Utah is a journey through fascinating Sego Canyon. To visit this site, follow the landscapes. The route reveals vast deserts, The Harley Dome View Area is located signs from the north side of town.