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A Personal Viewpoint by Cpr William J
\C!a B~!!>GIJ\ro BOOK A Personal Viewpoint by CPr William J. Stein he true test of a technical manual sandbar. The ice was excavated to the construction must be included m a is its usefulness in a practical field river bottom in the major channels, T rewrite of TM 5-349. situation. A true test of TM 5-349, Arc both across the channels and parallel tic Construction, came when the 23rd Ice Profile to the flow. Bailey bridges and M-4T6 Engineer Company (CBT) (HVY), Fort The next step in ice bridging is pro bridge sections were stockpiled to put Richardson, was tasked to build the filing the ice which TM 5-349 addresses across the channels ifthe water started main supply route for the joint train in general terms only. The reader is left flowing above the ground. ing exercise, "Brim Frost '83" in cen guessing where to place the profile Reinforcement tral Alaska. holes, how to estimate the load-bearing Calculations showed that the ice capacity for different types of ice, and Site Selection bridges over the four channels needed what to do with ice frozen solid to the The first task was to bridge the Delta to be 8 inches thicker. The TM's section river bottom or unsupported by water. River. This required choosing a site for on "Reinforced Crossings" says to clear The load-bearing capacity for ice is an ice bridge. Site considerations are the snow cover, but says nothing about given in table XIV of TM 5-349. Unfor covered in the "Ice Bridges" section of the snow berms on the edge of the ice tunately, this table does not say which TM 5-349. -
Chapter 21 – Table of Contents
Bridge Maintenance Course Series Reference Manual Chapter 21 – Table of Contents Chapter 21 - Prefabricated/Temporary Bridges ..................................................................... 21-1 21.1 Commonly Found Prefabricated Bridges ........................................................................... 21-1 21.1.1 Types ........................................................................................................................ 21-1 21.1.1.1 Panelized Truss Systems ................................................................................................ 21-1 21.1.1.2 Steel Girder Pre-Fabricated Deck ................................................................................... 21-3 21.1.1.3 Railroad Flatcar System .................................................................................................. 21-4 21.1.1.4 Composite Concrete and Steel....................................................................................... 21-5 21.1.1.5 Prefabricated Decks (Concrete, Steel, Composite, Wood, FRP) .................................... 21-7 21.1.2 Best Practices ........................................................................................................... 21-7 21.2 Parameters for Prefabricated Bridge Placement ............................................................... 21-8 21.2.1 Length ...................................................................................................................... 21-8 21.2.2 Waterway Opening ................................................................................................. -
Being Prepared for Unprecedented Times Peter Layton
Being prepared for unprecedented times National mobilisation conceptualisations and their implications Peter Layton 1 2 3 BEING PREPARED FOR UNPRECEDENTED TIMES National mobilisation conceptualisations and their implications Peter Layton 3 About the Griffith Asia Institute The Griffith Asia Institute (GAI) is an internationally recognised research centre in the Griffith Business School. We reflect Griffith University’s longstanding commitment and future aspirations for the study of and engagement with nations of Asia and the Pacific. At GAI, our vision is to be the informed voice leading Australia’s strategic engagement in the Asia Pacific— cultivating the knowledge, capabilities and connections that will inform and enrich Australia’s Asia-Pacific future. We do this by: i) conducting and supporting excellent and relevant research on the politics, security, economies and development of the Asia-Pacific region; ii) facilitating high level dialogues and partnerships for policy impact in the region; iii) leading and informing public debate on Australia’s place in the Asia Pacific; and iv) shaping the next generation of Asia-Pacific leaders through positive learning experiences in the region. Visit us at: www.griffith.edu.au/asiainstitute About the publication This paper has been developed with the support of the Directorate of Mobilisation, Force Design Division within the Australian Department of Defence. Mobilisation involves civil society, emergency services and all levels of government. The sharing of the research undertaken aims to encourage informed community debate. Disclaimer: The views expressed in this publication are the author’s own and do not necessarily reflect the views or policies of the Australian Government or the Department of Defence, or any part thereof. -
BRITISH ARMY in EUROPE 1939-1941 V1.1 Introduction
BRITISH ARMY IN EUROPE 1939-1941 V1.1 Introduction.............................................................................2 Suggestions on Infantry-Tank Co-ordination.........................2 Artillery Doctrine...................................................................2 Troop Quality ........................................................................3 Infantry Units ..........................................................................4 Infantry & Motor Divisions 1939-1940 .................................4 12 th , 23 rd & 46 th Infantry Divisions 1940................................9 Infantry Division 1941.........................................................10 2nd New Zealand Division Crete 1941..................................12 14 th Infantry Brigade Crete 1941..........................................13 19 th Australian Brigade Crete 1941......................................14 Mobile Naval Base Defence Organization 1, Royal Marines, Crete 1941 15 Independent Brigade Groups 1940-1941..............................15 Motor Machine Gun Brigade 1940 ......................................16 Home or Beach Defence Battalion 1940-1941.....................16 Pioneer Battalion 1939-1941................................................17 LDV or Home Guard Battalion 1940-1941..........................17 Armoured Units.....................................................................18 1st Armoured Division (-) France 1940 ................................18 30 th Brigade May 1940.........................................................19 -
Fm 3-90.12/Mcwp 3-17.1 (Fm 90-13) Combined Arms Gap
FM 3-90.12/MCWP 3-17.1 (FM 90-13) COMBINED ARMS GAP-CROSSING OPERATIONS July 2008 DISTRIBUTION RESTRICTION. Approved for public release; distribution unlimited. HEADQUARTERS, DEPARTMENT OF THE ARMY This publication is available at Army Knowledge Online <www.us.army.mil> and the General Dennis J. Reimer Training and Doctrine Digital Library at <www.train.army.mil>. *FM 3-90.12/MCWP 3-17.1 (FM 90-13) Field Manual No. Headquarters 3-90.12/MCWP 3-17.1 (FM 90-13) Department of the Army Washington, DC, 1 July 2008 COMBINED ARMS GAP-CROSSING OPERATIONS Contents Page PREFACE ............................................................................................................vii INTRODUCTION....................................................................................................x Chapter 1 OPERATIONS IN SUPPORT OF GAP CROSSING ......................................... 1-1 Challenge to Maneuver ...................................................................................... 1-1 Integrating Assured Mobility ............................................................................... 1-2 Gap-Crossing Operations................................................................................... 1-4 Chapter 2 OVERVIEW OF GAP-CROSSING OPERATIONS............................................ 2-1 Gap Crossing as a Functional Area of Mobility Operations ............................... 2-1 Gap-Crossing Means ......................................................................................... 2-4 Gap-Crossing Fundamentals ............................................................................ -
Bournemouth Borough Council
Professional Support Service Bournemouth Borough Council Tuckton Bridge Final Report October 2007 179 Tuckton Bridge Bournemouth 071008 AJS RM Professional Support Service Contents 1. Introduction .................................................................................................3 2. Background .................................................................................................3 3. The bridge ....................................................................................................4 4. Use by cyclists ............................................................................................7 5. Options..........................................................................................................9 A. Encourage cyclists to use alternative routes ........................................................... 9 B. Introduce ‘shuttle working’ controlled by traffic signals ............................................. 9 D. Build a new free-standing cycle and pedestrian bridge to one side of the existing bridge ................................................................................................................ 10 E. Create a whollynew pedestrian and cycle bridge on a new route to the west.......... 10 F. Widen the existing bridge to create pedestrian/cycle facilities on widened footways 10 G. Close bridge to all but bus, cycle and pedestrian traffic.......................................... 15 H. Do nothing......................................................................................................... -
Operation Market Garden WWII
Operation Market Garden WWII Operation Market Garden (17–25 September 1944) was an Allied military operation, fought in the Netherlands and Germany in the Second World War. It was the largest airborne operation up to that time. The operation plan's strategic context required the seizure of bridges across the Maas (Meuse River) and two arms of the Rhine (the Waal and the Lower Rhine) as well as several smaller canals and tributaries. Crossing the Lower Rhine would allow the Allies to outflank the Siegfried Line and encircle the Ruhr, Germany's industrial heartland. It made large-scale use of airborne forces, whose tactical objectives were to secure a series of bridges over the main rivers of the German- occupied Netherlands and allow a rapid advance by armored units into Northern Germany. Initially, the operation was marginally successful and several bridges between Eindhoven and Nijmegen were captured. However, Gen. Horrocks XXX Corps ground force's advance was delayed by the demolition of a bridge over the Wilhelmina Canal, as well as an extremely overstretched supply line, at Son, delaying the capture of the main road bridge over the Meuse until 20 September. At Arnhem, the British 1st Airborne Division encountered far stronger resistance than anticipated. In the ensuing battle, only a small force managed to hold one end of the Arnhem road bridge and after the ground forces failed to relieve them, they were overrun on 21 September. The rest of the division, trapped in a small pocket west of the bridge, had to be evacuated on 25 September. The Allies had failed to cross the Rhine in sufficient force and the river remained a barrier to their advance until the offensives at Remagen, Oppenheim, Rees and Wesel in March 1945. -
The Rhine River Crossings by Barry W
The Rhine River Crossings by Barry W. Fowle Each of the Allied army groups had made plans for the Rhine crossings. The emphasis of Supreme Headquarters Allied Expeditionary Force (SHAEF) planning was in the north where the Canadians and British of Field Marshal Bernard L. Montgomery's 21st Army Group were to be the first across, followed by the Ninth United States Army, also under Montgomery. Once Montgomery crossed, the rest of the American armies to the south, 12th Army Group under General Omar N. Bradley and 6th Army Group under General Jacob L. Devers, would cross. On 7 March 1945, all that Slegburg changed. The 27th Armored Infantry Battalion, Combat Beuel Command B, 9th Armored Division, discovered that the Ludendorff bridge at 9th NFANR " Lannesdorf I0IV R Remagen in the First Army " Mehlem Rheinbach area was still standing and Oberbachem = : kum h RM Gelsd srn passed the word back to the q 0o~O kiVl 78th e\eaeo Combat Command B com- INP L)IV Derna Ahweile Llnz mander, Brigadier General SInzig e Neuenahi Helmershelm William M. Hoge, a former G1 Advance to the Rhine engineer officer. General 5 10 Mile Brohl Hoge ordered the immediate capture of the bridge, and Advance to the Rhine soldiers of the 27th became the first invaders since the Napoleonic era to set foot on German soil east of the Rhine. Crossings in other army areas followed before the month was. over leading to the rapid defeat of Hitler's armies in a few short weeks. The first engineers across the Ludendorff bridge were from Company B, 9th Armored Engineer Battalion (AEB). -
BAILEY PANEL BRIDGE SYSTEMS "TS" Class 100 "Triple Truss, Single Storey, 4 Transoms Per Bay"
SINDORF TRADING HOLLAND B.V. BAILEY PANEL BRIDGE SYSTEMS "TS" Class 100 "triple truss, single storey, 4 transoms per bay" BAILEY M1 BAILEY M2 BAILEY M3 MAIN OFFICE: STORAGE & WORKSHOPS: Spoorstraat 15 - PO Box 43 Nulweg 1 8084 ZG 't Harde 9561 MA Ter Apel Holland Holland Tel.: +31-525-651832 Tel.: +31-599-589710 Fax: +31-525-653032 Fax: +31-599-589720 Email [email protected] Internet www.sindorf.nl SINDORF TRADING HOLLAND B.V. TYPES OF TRUSS ASSEMBLY Standard parts can be used to assemble seven standard truss designs for efficient single spans up to 210 feet (64 meter) in length, and to build panel crib piers supporting longer bridges. With minor nonstandard modifications, the expedient uses of its parts are limited only by the user's imagination. MAIN OFFICE: STORAGE & WORKSHOPS: Spoorstraat 15 - PO Box 43 Nulweg 1 8084 ZG 't Harde 9561 MA Ter Apel Holland Holland Tel.: +31-525-651832 Tel.: +31-599-589710 Fax: +31-525-653032 Fax: +31-599-589720 Email [email protected] Internet www.sindorf.nl SINDORF TRADING HOLLAND BV Dual classification table of Panel Bridge, Bailey type, M2 Class by type of construction and type of Crossing Posting Classifications Span in SS DS TS DD TD DT TT Feet NRNRNRNRNRNRN R 30 30 47 Capacities in 40 24 40 short tons 50 24 36 75 88 (x 900 kg) 60 20 33 65 85 70 20 30 60 78 80 16 24 55 66 85 100* 90 12 19 45 55 65 82 1008 14304455668096 110 20 36 40 54 70 83 90 100* 120 16 30 35 45 55 68 80 91* 130 12 21 20 38 45 56 60 80 80 90* 140 8 171631354855707090* 150 12 22 24 40 45 58 60 90* 160 8 17 16 33 35 48 55 89 80 100* 170 4 13 12 24 20 40 50 74 70 90* 1. -
From the Shores of the Moray Firth the Story of 84 Field Company Royal Engineers 1944-1945 Second Edition 2016 Marc Dyos 84 Field Company Royal Engineers 1944 - 1945
84 Field Company Royal Engineers 1944 - 1945 From the Shores of The Moray Firth The Story of 84 Field Company Royal Engineers 1944-1945 Second Edition 2016 Marc Dyos 84 Field Company Royal Engineers 1944 - 1945 The History of 84 Field Company Royal Engineers 1944-1945 Second edition: 2016 January 1944. roughout Britain, preparations were being made for what was to become the largest seaborne invasion in history. Operation OVERLORD, o en referred to simply as ‘D-Day’; a word that still to this day conjures up vivid images of courage, bravery and sacrifi ce, of pain and suff ering, of well-planned strategies played-out on the battlefi eld, of rapid improvisation, of achievement of military objectives, but also of loss of life. ere are many well-written books on the subject of D-Day, and the events before and a er, therefore my aim here is to focus on the individuals behind the statistics; to look beyond the names engraved in stone in the cemeteries of North West Europe or the nominal rolls of the war diaries, and to attempt to discover who these men were, what they did before the dark days of war, and for the lucky ones, what they did a erwards, and what of those family and friends le behind – many would never see their loved-ones again. is is the story of 84 Field Company RE from January 1944 to August 1945, and the journey which took the men from the shores of northern Scotland to the south coast of England, from the beaches of Normandy to the town of Uelzen in North-West Germany. -
The: E:Ngine:E:R Winte:R 1978-1979
THE: E:NGINE:E:R WINTE:R 1978-1979 Soviet Combat Engineers page 6 UNITED STATES ARMY ENGINEER CENTER AND FORT BELVOIR Commander/Com mandant EDITORIAL STAFF MG James L. Kelly PUBLIC AFFAIRS OFFICER Deputy Commander/ MAJ Sandor I. Ketzis Assistant Commandant BG Charles J. Fiala EDITOR Jerome J . Hill Deputy Assistant Commandant ILLUSTRATOR COL Robert S. Kubby SSG Mike Furr Command Sergeant Major THE ENGINEER is an authorized quarterly publication of the CSM lucion L. Cowart U.S. Army Engineer Center and Fort Belvoir. It is published to provide factual and in-depth information of interest to all Ar· my engineers and engineer units. Articles , photographs and art work of general interest may be submitted for considera tion to Editor, THE ENGINEER Magazine, U.S. Army Engineer Center and Fort Belvoir, Fort Belvoir, VA 22060. Views and DIRECTORATES opinions expressed herein are not necessarily those of the Department of the Army. Funds for printing THE ENGINEER were approved by HQ, Department of the Army, January 1, Directorate of Combat Developments 1974. COL Henry J. Hatch SUBSCRIPTIONS: Individual paid subscriptions are no longer available due to a change in policy necessitated by con Directorate 01 Training straints on personnel authorizations. The magazine is COL Robert E. Conroy available through normal free distribution to active army units and reserve compone nts, service schools and post libraries, Directorate of Training Developments education and training centers, and engineer staff sections COL Francis J. Waiter world wide. Single complimentary copies are also available upon written request. Directorate of Evaluation TELEPHONE: Commercial 703-664-5001/3556; Autovon LTC James L Spencer 354-5001/3556. -
Allied Armor in Normandy Allied Armor in Normandy
ALLIED ARMOR IN NORMANDY ALLIED ARMOR IN NORMANDY YVES BUFFETAUT An unusually idyllic view of the landings: the LCTS have come close to shore on calm seas with no German opposition. This photograph was not taken on the Normandy coasts on June 6, in NNW force 6 winds, but in England, during a large-scale rehearsal. Contents page image: British Sherman crews waiting to embark. Shoreham and Portsmouth were the main embarkation ports for the British, while the Americans could be found farther west, notably at Portland, which served the 1st U.S. Infantry Division, and Torquay and Dartmouth, which served the 4th U.S. Infantry Division. (IWM H 38986) Contents page map: August 6, 1944, HQ Twelfth Army Group situation map. (Library of Congress, Geography and Map Division) CIS0004 Print Edition: ISBN 978-1-61200-6079 Digital Edition: ISBN 978-1-61200-6086 Kindle Edition: ISBN 978-1-61200-6086 This book is published in cooperation with and under license from Sophia Histoire & Collections. Originally published in French as Militaria Hors-Serie No 52, © Histoire & Collections 2004 Typeset, design and additional material © Casemate Publishers 2018 Translation by Hannah McAdams Design by Paul Hewitt, Battlefield Design Color illustrations by Jean Restayn © Histoire & Collections Infographics by Jean-Marie Mongin © Histoire & Collections Photo retouching and separations by Remy Spezzano Additional text by Chris Cocks CASEMATE PUBLISHERS (US) Telephone (610) 853-9131 Fax (610) 853-9146 Email: [email protected] www.casematepublishers.com CASEMATE