WA-III-027 B&O Railroad Bridge, Potomac River & Tunnel
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Shenandoah Telecommunications Company
UNITED STATES OF AMERICA SECURITIES AND EXCHANGE COMMISSION Washington, D. C. 20549 FORM 10-K (Mark One) ☒ ANNUAL REPORT PURSUANT TO SECTION 13 OR 15(d) OF THE SECURITIES EXCHANGE ACT OF 1934 For the fiscal year ended December 31, 2020 ☐ TRANSITION REPORT PURSUANT TO SECTION 13 OR 15(d) OF THE SECURITIES EXCHANGE ACT OF 1934 For the transition period from__________ to __________ Commission File No.: 000-09881 SHENANDOAH TELECOMMUNICATIONS COMPANY (Exact name of registrant as specified in its charter) Virginia 54-1162807 (State or other jurisdiction of incorporation or organization) (I.R.S. Employer Identification No.) 500 Shentel Way, Edinburg, Virginia 22824 (Address of principal executive offices) (Zip Code) (540) 984-4141 (Registrant's telephone number, including area code) SECURITIES REGISTERED PURSUANT TO SECTION 12(B) OF THE ACT: Common Stock (No Par Value) SHEN NASDAQ Global Select Market 49,932,073 (The number of shares of the registrant's common stock outstanding on (Title of Class) (Trading Symbol) (Name of Exchange on which Registered) February 23, 2021) SECURITIES REGISTERED PURSUANT TO SECTION 12(G) OF THE ACT: NONE Indicate by check mark if the registrant is a well-known seasoned issuer, as defined in Rule 405 of the Securities Act. Yes ☒ No ☐ Indicate by check mark if the registrant is not required to file reports pursuant to Section 13 or Section 15(d) of the Exchange Act. Yes ☐ No ☒ Note - Checking the box above will not relieve any registrant required to file reports pursuant to Section 13 or 15(d) of the Exchange Act from their obligations under those Sections. -
Modern Steel Construction 2009
Reprinted from 2009 MSC Steel Bridges 2009 Welcome to Steel Bridges 2009! This publication contains all bridge related information collected from Modern Steel Construction magazine in 2009. These articles have been combined into one organized document for our readership to access quickly and easily. Within this publication, readers will find information about Accelerated Bridge Construction (ABC), short span steel bridge solutions, NSBA Prize Bridge winners, and advancement in coatings technologies among many other interesting topics. Readers may also download any and all of these articles (free of charge) in electronic format by visiting www.modernsteel.org. The National Steel Bridge Alliance would like to thank everyone for their strong dedication to improving our nation’s infrastructure, and we look forward to what the future holds! Sincerely, Marketing Director National Steel Bridge Alliance Table of Contents March 2009: Up and Running in No Time........................................................................................... 3 March 2009: Twice as Nice .................................................................................................................. 6 March 2009: Wide River ..................................................................................................................... 8 March 2009: Over the Rails in the Other Kansas City ........................................................................ 10 July 2009: Full House ....................................................................................................................... -
Issue of Play on October 4 & 5 at the "The 6 :,53"
I the 'It, 980 6:53 OCTOBER !li AMTRAK... ... now serving BRYAN and LOVELAND ... returns to INDIA,NAPOLIS then turns em away Amtrak's LAKE SHORE LIMITED With appropriate "first trip" is now making regular stops inaugural festivities, Amtrak every day at BRYAN in north introduced daily operation of western Ohio. The westbound its new HOOSIER STATE on the train stops at 11:34am and 1st of October between IND the eastbound train stops at IANAPOLIS and CHICAGO. Sev 8:15pm. eral OARP members were on the Amtrak's SHENANDOAH inaugural trip, including Ray is now stopping daily at a Kline, Dave Marshall and Nick new station stop in suburban Noe. Complimentary champagne Cincinnati. The eastbound was served to all passengers SHENANDOAH stops at LOVELAND and Amtrak public affairs at 7:09pm and the westbound representatives passed out train stops at 8:15am. A m- Amtrak literature. One of trak began both new stops on the Amtrak reps was also pas Sunday, October 26th. Sev sing out OARP brochures! [We eral OARP members were on don't miss an opportunity!] hand at both stations as the Our members reported that the "first trains" rolled in. inaugural round trip was a OARP has supported both new good one, with on-time oper station stops and we are ation the whole way. Tracks glad they have finally come permit 70mph speeds much of about. Both communities are the way and the only rough supportive of their new Am track was noted near Chicago. trak service. How To Find Amtrak held another in its The Station Maps for both series of FAMILY DAYS with BRYAN qnd LOVELAND will be much equipment on public dis fopnd' inside this issue of play on October 4 & 5 at the "the 6 :,53". -
Maryland Historical Magazine
Maryland p a3 Historical Magazine X p P P N 5' a AMM jijrM i 2 p Published Quarterly by the Museum and Libraiy of Maiyland History The Maiyland Historical Society Winter 1992 THE MARYLAND HISTORICAL SOCIETY OFFICERS AND BOARD OF TRUSTEES, 1992-93 L. Patrick Deering, Chairman Jack S. Griswold, President Dorothy Mcllvain Scott, Vice President Bryson L. Cook, Counsel A. MacDonough Plant, Secretary William R. Amos, Treasurer Term expires 1993 Term Expires 1996 Clarence W. Blount Gary Black, Jr. E. Phillips Hathaway Louis G. Hecht Charles McC Mathias J.Jefferson Miller II Walter D. Pinkard, Sr. Howard R. Rawlings Orwin C. Talbott Jacques T Schlenger David Mel. Williams Trustees Representing Baltimore City and Counties Term Expires 1994 Baltimore City, Kurt L. Schmoke (Ex Officio) Forrest F. Bramble, Jr. Allegany Co., J. Glenn Beall, Jr. (1993) Stiles T. Colwill Anne Arundel Co., Robert R. Neall (Ex Officio) George D. Edwards II Baltimore Co., Roger B. Hayden (Ex Officio) Bryden B. Hyde Calvert Co., Louis L. Goldstein (1995) Stanard T Klinefelter Carroll Co., William B. Dulany (1995) Mrs. Timothy E. Parker Frederick Co., Richard R. Kline (1996) Richard H. Randall, Jr. Harford Co., Mignon Cameron (1995) Truman T Semans Kent Co., J. Hurst Purnell, Jr. (1995) M. David Testa Montgomery Co., George R. Tydings (1995) H. Mebane Turner Prince George's Co., John W. Mitchell (1995) Term Expires 1995 Washington Co., E. Mason Hendrickson (1993) James C. Alban HI Worcester Co., Mrs. Brice Phillips (1995) H. Furlong Baldwin Chairman Emeritus P McEvoy Cromwell Samuel Hopkins Benjamin H. Griswold HI J. -
Arched Bridges Lily Beyer University of New Hampshire - Main Campus
University of New Hampshire University of New Hampshire Scholars' Repository Honors Theses and Capstones Student Scholarship Spring 2012 Arched Bridges Lily Beyer University of New Hampshire - Main Campus Follow this and additional works at: https://scholars.unh.edu/honors Part of the Civil and Environmental Engineering Commons Recommended Citation Beyer, Lily, "Arched Bridges" (2012). Honors Theses and Capstones. 33. https://scholars.unh.edu/honors/33 This Senior Honors Thesis is brought to you for free and open access by the Student Scholarship at University of New Hampshire Scholars' Repository. It has been accepted for inclusion in Honors Theses and Capstones by an authorized administrator of University of New Hampshire Scholars' Repository. For more information, please contact [email protected]. UNIVERSITY OF NEW HAMPSHIRE CIVIL ENGINEERING Arched Bridges History and Analysis Lily Beyer 5/4/2012 An exploration of arched bridges design, construction, and analysis through history; with a case study of the Chesterfield Brattleboro Bridge. UNH Civil Engineering Arched Bridges Lily Beyer Contents Contents ..................................................................................................................................... i List of Figures ........................................................................................................................... ii Introduction ............................................................................................................................... 1 Chapter I: History -
Ashton Patriotic Sublime.5.Pdf (9.823Mb)
commercial spaces like theaters, and to performances spanning the gamut from the solemn, to the joyous. This diversity encompassed celebrations outside the expected calendar of national days. Patriotic sentiment was even a key feature of events celebrating the economic and commercial expansion of the new nation. The commemorative celebration for the laying of the foundation-stone of the Baltimore & Ohio Railroad, the “great national work which is intended and calculated to cement more strongly the union of the Eastern and the Western States,” took place on July 4, 1828.1 It beautifully illustrated the musical ties that bound different spaces together – in this case a parade route, a temporary outdoor civic space, and the permanent space of the Holliday Street Theatre. Organizers chose July Fourth for the event, wishing to signal civic pride and affective patriotism. Baltimore filled with visitors in the days before the celebration, so that on the morning of the Fourth the “immense throng of spectators…filled every window in Baltimore-street, and the pavement below….fifty thousand spectators, at least, must have been present.” The parade was massive and incorporated a great diversity of groups, including “bands of music, trades, and other bodies.” One focal point was a huge model, “completely rigged,” of a naval vessel, the “Union,” complete with uniformed sailors. Bands playing patriotic tunes were interspersed amongst the nationalist imagery on display: militia uniforms, banners emblazoned with patriotic verse, national flags, eagle figures, shields, and more. Charles Carrollton, one of the last surviving signers of the Declaration of Independence, gave the main public address at the site, accompanied by a march composed for the occasion, the “Carrollton March” (see Figure 2.4). -
Polydron-Bridges-Work-Cards.Pdf
Getting Started You will need: A Polydron Bridges Set ❑ This activity introduces you to the parts in the set and explains what each of them does. A variety of traditional Polydron and Frameworks pieces are used in each of the activities. However, they are coloured to produce more realistic effects. For example, the traditional squares are black and used to represent the road on the bridge deck. Plinth ❑ On the right you can see the plinth or bridge base. All of the bridges use one or two of these. They give each bridge a firm base and allow special parts to be connected easily. Notice the two holes in the top on the plinth. These holes are for long struts. These can be seen in place below. ❑ The second picture shows the plinth with two right-angled triangles and a rectangle connected. All three of these parts clip into the plinth. Struts ❑ There are three different lengths of strut in the set. There are 80mm short struts that are used with the pulleys with lugs to carry cables. These are shown on the left. The lugs fit into long struts. On the Drawbridge 110mm short struts are used with ordinary pulleys and a winding handle. ❑ Long struts are also used to support the cable assembly of the Suspension Bridge and the Cable Stay Bridge. This idea can be seen in the picture on the right. ❑ Long struts are also used to connect the two sections of the Drawbridge. ® ©Bob Ansell Special Rectangles ❑ Special rectangles can be used in a variety of ways. -
Design and Construction of the First Composite Truss Bridge in Japan Kinokawa Viaduct, Wakayama, Japan
Concrete Structures: the Challenge of Creativity Design and Construction of the first composite truss bridge in Japan Kinokawa Viaduct, Wakayama, Japan Masato YAMAMURA Hiroaki OKAMOTO Hiroo MINAMI Professional Engineer Professional Engineer Professional Engineer Kajima Corporation Kajima Corporation Kajima Corporation Tokyo, Japan Tokyo, Japan Tokyo, Japan Summary This project is to build a viaduct in Wakayama, Japan. Owner adopted a design build bidding system for the first time in its history of a bridge project in order to tender a construction work including both the superstructure and the substructure together. As a result of bidding, it was decided that the first composite truss bridge in Japan is constructed. Through the project, it was confirmed that the construction and the economical efficiency of the composite truss bridge are equivalent to or better than the conventional pretressed concrete box girder bridge. Keywords: composite truss bridge; design build; steel truss diagonal; panel point section; steel box- type joint structure; balanced cantilever erection 1. Introduction This project is to build a viaduct over the Kinokawa River in Wakayama. Ministry of Land, Infrastructure and Transport (MLIT) adopted a design build bidding system for the first time in its history of a bridge project in order to tender a construction work including both the superstructure and the substructure together. In the tendering method used at this time, only the basic performance requirements such as the bridge length, road classification, effective width, and live loads are specified. A proposal of a variety of bridge design, mainly for its form and the number of span, was admitted by MLIT. -
Railroad Building in Virginia (1827 to 1860)
Railroad Building in Virginia (1827 to 1860) Virginia History Series #10-08 © 2008 Major Railroads in Virginia (from 1827-1860) • Baltimore and Ohio (1827) – Winchester & Potomac (at Harpers Ferry) – Winchester & Strasburg • South Side or “Petersburg & -- North Western to Lynchburg RR” (1849-54) Parkersburg, WV • Richmond & Danville (1847-1856) • Manassas Gap (1850-54) • Petersburg & Roanoke (river in NC) • Orange & Alexandria (1848) (1833) -- Richmond & Petersburg (1838) • Virginia Central (1836) -- Blue Ridge (1858) • Norfolk and Petersburg (1853) • Virginia & Tennessee (1850s) • Seaboard & Roanoke (river in NC) or “Portsmouth and Weldon RR” (1835) • Richmond, Fredericksburg, and Potomac to Alexandria (1834) & Fredericksburg & Charlottesville RR Major RR Routes in Virginia by 1860 Wheeling●, Ohio River Parkersburg ● ● Grafton Maryland & York RR+ + ++++++/ + Norfolk Stn + Petersburg & + Norfolk RR + + + + Suffolk Stn + + Bristol ● + + + + Norfolk & + Roanoke RR Weldon ■ On March 8, 1827, the Commonwealth of Virginia joined Maryland in giving the Baltimore and Ohio Rail Road (B&O RR) the task of building a railroad from the port of Baltimore, MD West to a suitable point on the Ohio River. The railroad was intended to provide a faster route for Midwestern goods to reach the East Coast than the successful Erie Canal across upstate NY. Construction began on July 4th, 1828. It was decided to follow the Patapsco River to a point near where the railroad would cross the “fall line” and descend into the valley of the Monocacy and Potomac Rivers. Thomas Viaduct (on the B&O RR) spans the Patapsco River and Patapsco Valley between Relay and Elkridge, MD (1833-35) It was the largest bridge in the nation and today its still the world's oldest multiple arched stone railroad bridge Further extensions of the B&O RR soon opened to Frederick and Point of Rocks on the Potomac river. -
Difference Between Deck Type and Through Type Bridge and Their Components
Difference between Deck Type and Through Type Bridge and their Components Naveen Choudhary 1 DEFERENCE BETWEEN DECK TYPE AND THROUGH TYPE RAILWAY BRIDGES • Deck-type bridges refer to those in which the road deck is carried on the top flange or on top of the supporting girders. • Through type bridge - The carriageway rests at the bottom level of the main load carrying members. In the through type plate girder bridge, the roadway or railway is placed at the level of bottom flanges. Mr. Naveen Choudhary, GEC Ajmer 2 DEFERENCE BETWEEN DECK TYPE AND THROUGH TYPE RAILWAY BRIDGES Mr. Naveen Choudhary,GEC Ajmer 3 DEFERENCE BETWEEN DECK TYPE AND THROUGH TYPE RAILWAY BRIDGES Through type deck bridge Mr. Naveen Choudhary,GEC Ajmer 4 DEFERENCE BETWEEN DECK TYPE AND THROUGH TYPE RAILWAY BRIDGES Mr. Naveen Choudhary,GEC Ajmer 5 DEFERENCE BETWEEN DECK TYPE AND THROUGH TYPE RAILWAY BRIDGES Mr. Naveen Choudhary,GEC Ajmer 6 Through Type Bridge Mr. Naveen Choudhary,GEC Ajmer 7 Through Type Bridge Mr. Naveen Choudhary,GEC Ajmer 8 Through Type Bridge Mr. Naveen Choudhary,GEC Ajmer 9 Deck Type Bridge Mr. Naveen Choudhary,GEC Ajmer 10 Deck Type Bridge Mr. Naveen Choudhary,GEC Ajmer 11 Deck Type Bridge Mr. Naveen Choudhary,GEC Ajmer 12 Cross-Section deck type bridge Mr. Naveen Choudhary,GEC Ajmer 13 Normal span ranges of bridge system Mr. Naveen Choudhary,GEC Ajmer 14 Normal span ranges of bridge system TYPE Maximum Span 500 m Steel arch bridge 240 m Steel bow-string girder bridge 1200 m Steel cable suspension bridge 30 m Steel plate girder 10 m Steel rolled beam bridge 180 m Steel truss bridge Mr. -
CSX Baltimore Division Timetable
NORTHERN REGION BALTIMORE DIVISION TIMETABLE NO. 4 EFFECTIVE SATURDAY, JANUARY 1, 2005 AT 0001 HOURS CSX STANDARD TIME C. M. Sanborn Division Manager BALTIMORE DIVISION TABLE OF CONTENTS GENERAL INFORMATION SPECIAL INSTRUCTIONS DESCRIPTION PAGE INST DESCRIPTION PAGE 1 Instructions Relating to CSX Operating Table of Contents Rules Timetable Legend 2 Instructions Relating to Safety Rules Legend – Sample Subdivision 3 Instructions Relating to Company Policies Region and Division Officers And Procedures Emergency Telephone Numbers 4 Instructions Relating to Equipment Train Dispatchers Handling Rules 5 Instructions Relating to Air Brake and Train SUBDIVISIONS Handling Rules 6 Instructions Relating to Equipment NAME CODE DISP PAGE Restrictions Baltimore Terminal BZ AV 7 Miscellaneous Bergen BG NJ Capital WS AU Cumberland CU CM Cumberland Terminal C3 CM Hanover HV AV Harrisburg HR NI Herbert HB NI Keystone MH CM Landover L0 NI Lurgan LR AV Metropolitan ME AU Mon M4 AS Old Main Line OM AU P&W PW AS Philadelphia PA AV Pittsburgh PI AS.AT Popes Creek P0 NI RF&P RR CQ S&C SC CN Shenandoah SJ CN Trenton TN NI W&P WP AT CSX Transportation Effective January 1, 2005 Albany Division Timetable No. 5 © Copyright 2005 TIMETABLE LEGEND GENERAL F. AUTH FOR MOVE (AUTHORITY FOR MOVEMENT) Unless otherwise indicated on subdivision pages, the The authority for movement rules applicable to the track segment Train Dispatcher controls all Main Tracks, Sidings, of the subdivision. Interlockings, Controlled Points and Yard Limits. G. NOTES STATION LISTING AND DIAGRAM PAGES Where station page information may need to be further defined, a note will refer to “STATION PAGE NOTES” 1– HEADING listed at the end of the diagram. -
People and Power to Move the World
Parsons Bridge and Tunnel People and power to move the world. 100 M Street, S.E. Washington, D.C. 20003 U.S.A. Phone: +1 202.775.3300 www.parsons.com Power to Connecting past, change present, the global and future. Parsons is a recognized leader in the design and landscape. construction of complex structures and bridges across the globe. Having completed more than 4,500 bridges and 250 tunnels around the world, we apply creative expertise to solve the most challenging issues our customers face today with a vision for the future. Massive or modest, new or rehabilitated, our purpose in every bridge and tunnel is to carry traffic safely with sound engineering and exceptional style while connecting people and places. Parsons’ Bridge and Tunnel Division provides connections and cost-efficient. By combining form with function, economy, to communities of the past, present, and future. We and sustainability, our award-winning bridges and tunnels understand the importance of our customers’ existing fulfill an important purpose and often serve as historic or infrastructure and the history of their community, as well as world-class landmarks. the principles of sustainability, safety, and quality. Parsons Across the globe, our bridges enrich skylines and our tunnels has proudly provided design, construction management, feature state-of-the-art technology. And by minimizing and inspection services for some of the world’s largest and impacts to the environment and maintaining the culture of most complex bridges. Our reputation for innovative the community, Parsons’ custom infrastructure pays homage design and construction methods, and our commitment to to the past while recognizing the importance of tomorrow.