Soldier's Manual of Common Tasks Skill Level 2, 3, and 4
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68: Protest, Policing, and Urban Space by Hans Nicholas Sagan A
Specters of '68: Protest, Policing, and Urban Space by Hans Nicholas Sagan A dissertation submitted in partial satisfaction of the requirements for the degree of Doctor of Philosophy in Architecture in the Graduate Division of the University of California, Berkeley Committee in charge: Professor Galen Cranz, Chair Professer C. Greig Crysler Professor Richard Walker Summer 2015 Sagan Copyright page Sagan Abstract Specters of '68: Protest, Policing, and Urban Space by Hans Nicholas Sagan Doctor of Philosophy in Architecture University of California, Berkeley Professor Galen Cranz, Chair Political protest is an increasingly frequent occurrence in urban public space. During times of protest, the use of urban space transforms according to special regulatory circumstances and dictates. The reorganization of economic relationships under neoliberalism carries with it changes in the regulation of urban space. Environmental design is part of the toolkit of protest control. Existing literature on the interrelation of protest, policing, and urban space can be broken down into four general categories: radical politics, criminological, technocratic, and technical- professional. Each of these bodies of literature problematizes core ideas of crowds, space, and protest differently. This leads to entirely different philosophical and methodological approaches to protests from different parties and agencies. This paper approaches protest, policing, and urban space using a critical-theoretical methodology coupled with person-environment relations methods. This paper examines political protest at American Presidential National Conventions. Using genealogical-historical analysis and discourse analysis, this paper examines two historical protest event-sites to develop baselines for comparison: Chicago 1968 and Dallas 1984. Two contemporary protest event-sites are examined using direct observation and discourse analysis: Denver 2008 and St. -
Ranger Handbook) Is Mainly Written for U.S
SH 21-76 UNITED STATES ARMY HANDBOOK Not for the weak or fainthearted “Let the enemy come till he's almost close enough to touch. Then let him have it and jump out and finish him with your hatchet.” Major Robert Rogers, 1759 RANGER TRAINING BRIGADE United States Army Infantry School Fort Benning, Georgia FEBRUARY 2011 RANGER CREED Recognizing that I volunteered as a Ranger, fully knowing the hazards of my chosen profession, I will always endeavor to uphold the prestige, honor, and high esprit de corps of the Rangers. Acknowledging the fact that a Ranger is a more elite Soldier who arrives at the cutting edge of battle by land, sea, or air, I accept the fact that as a Ranger my country expects me to move further, faster, and fight harder than any other Soldier. Never shall I fail my comrades I will always keep myself mentally alert, physically strong, and morally straight and I will shoulder more than my share of the task whatever it may be, one hundred percent and then some. Gallantly will I show the world that I am a specially selected and well trained Soldier. My courtesy to superior officers, neatness of dress, and care of equipment shall set the example for others to follow. Energetically will I meet the enemies of my country. I shall defeat them on the field of battle for I am better trained and will fight with all my might. Surrender is not a Ranger word. I will never leave a fallen comrade to fall into the hands of the enemy and under no circumstances will I ever embarrass my country. -
Than Half the Battle Information and Command in a New American Way of War
MAY 2021 More than Half the Battle Information and Command in a New American Way of War Chris Dougherty About the Author Acknowledgments Chris Dougherty is a Senior Fellow in I’d like to thank Will Mackenzie, Ed McGrady, and Becca the Defense Program at the Center for Wasser for being my partners in wargaming, providing a New American Security (CNAS). His support to this project, and helping to review this paper. research areas include defense strategy, I’d like to thank Molly Parrish for her tireless support of the strategic assessments, force planning, and defense program. I’d like to thank the CNAS interns who wargaming. have helped put on our wargames and served as note- takers. In particular, I’d like to thank Jessie Dietz and Ripley Prior to joining CNAS, Mr. Dougherty Hunter for their research assistance. I’d like to thank Alec served as Senior Advisor to the Deputy Assistant Secretary Barker, Peter Revay, and Group W for their modeling and of Defense for Strategy and Force Development at the simulation support. I’d like to thank Loren Schulman, Maura Department of Defense (DoD). During this time, he led a McCarthy, and Usha Sahay for providing much-needed handful of major initiatives including the development and feedback on the structure of the paper. I’d like to thank the writing of major sections of the 2018 National Defense following folks for reviewing the paper and providing their Strategy. thoughts, feedback, and edits: Elbridge Colby, Jon Solomon, Frank Hoffman, COL Buzz Phillips, Col Brian “Brutus” Stahl, About the Defense Program Maj Kevin “Klinger” Mendel, Jennifer McArdle, Tim Walton, Andrew Metrick, Jacob Cohn, Will Schlickenmaier, CAPT Over the past 10 years, CNAS has defined the future of Greg Malandrino, Adam Comfort, Scott Kendricks, Iskander U.S. -
Construction Guidelines for Wildlife Fencing and Associated Escape and Lateral Access Control Measures
CONSTRUCTION GUIDELINES FOR WILDLIFE FENCING AND ASSOCIATED ESCAPE AND LATERAL ACCESS CONTROL MEASURES Requested by: American Association of State Highway and Transportation Officials (AASHTO) Standing Committee on the Environment Prepared by: Marcel P. Huijser, Angela V. Kociolek, Tiffany D.H. Allen, Patrick McGowen Western Transportation Institute – Montana State University PO Box 174250 Bozeman, MT 59717-4250 Patricia C. Cramer 264 E 100 North, Logan, Utah 84321 Marie Venner Lakewood, CO 80232 April 2015 The information contained in this report was prepared as part of NCHRP Project 25-25, Task 84, National Cooperative Highway Research Program, Transportation Research Board. SPECIAL NOTE: This report IS NOT an official publication of the National Cooperative Highway Research Program, Transportation Research Board, National Research Council, or The National Academies. Wildlife Fencing and Associated Measures Disclaimer DISCLAIMER DISCLAIMER STATEMENT The opinions and conclusions expressed or implied are those of the research agency that performed the research and are not necessarily those of the Transportation Research Board or its sponsors. The information contained in this document was taken directly from the submission of the author(s). This document is not a report of the Transportation Research Board or of the National Research Council. ACKNOWLEDGEMENTS This study was requested by the American Association of State Highway and Transportation Officials (AASHTO), and conducted as part of the National Cooperative Highway Research Program (NCHRP) Project 25-25 Task 84. The NCHRP is supported by annual voluntary contributions from the state Departments of Transportation. Project 25-25 is intended to fund quick response studies on behalf of the AASHTO Standing Committee on the Environment. -
Cast-In-Place Concrete Barriers
rev. May 14, 2018 Cast-In-Place Concrete Barriers April 23, 2013 NOTE: Reinforcing steel in each of these barrier may vary and have been omitted from the drawings for clarity, only the Ontario Tall Wall was successfully crash tested as a unreinforced section. TEST LEVEL NAME/MANUFACTURER ILLUSTRATION PROFILE GEOMETRIC DIMENSIONS CHARACTERISTICS AASHTO NCHRP 350 MASH New Jersey Safety-Shape Barrier TL-3 TL-3 32" Tall 32" Tall The New Jersey Barrier was the most widely used safety shape concrete barrier prior to the introduction of the F-shape. As shown, the "break-point" between the 55 deg and 84 deg slope is 13 inches above the pavement, including the 3 inch vertical reveal. The flatter lower slope is intended to lift the vehicle which TL-4 TL-4 http://tf13.org/Guides/hardwareGuide/index.php?a absorbs some energy, and allows vehicles impacting at shallow angles to be 32" Tall 36" Tall X ction=view&hardware=111 redirected with little sheet metal damage; however, it can cause significant instability to vehicles impacting at high speeds and angles. Elligibility Letter TL-5 TL-5 B-64 - Feb 14, 2000 (NCHRP 350) 42" Tall 42" Tall NCHRP Project 22-14(03)(MASH TL3) NCHRP 20-07(395) (MASH TL4 & TL5) F-shape Barrier TL-3 TL-3 The F-shape has the same basic geometry as the New Jersey barrier, but the http://tf13.org/Guides/hardwareGuide/index.php?a 32" Tall 32" Tall "break-point" between the lower and upper slopes is 10 inches above the ction=view&hardware=109 pavement. -
Structural Design Guidelines
Engineering Department Structural Design Guidelines Last Updated: 04/01/2017 Reviewed/Released 2018 v1.1 Engineering Department Manual Structural - TOC TABLE OF CONTENTS 1.0 OVERVIEW ............................................................................................ 1 2.0 TECHNICAL AND CODE STANDARDS/REGULATIONS .................................. 2 2.1 AVAILABLE STRUCTURAL TECHNICAL CODES AND STANDARDS ............................................... 2 2.1.1 BUILDINGS (1) ........................................................................................................... 2 2.1.2 BRIDGES (2) .............................................................................................................. 2 2.1.3 FEMA (SEISMIC) (3) .................................................................................................. 2 2.1.4 HELIPORT (4) ............................................................................................................ 2 2.1.5 PORTS (5) ................................................................................................................. 2 2.1.6 RAIL (6) .................................................................................................................... 2 2.2 AMERICAN SOCIETY FOR TESTING MATERIALS (ASTM) (7) ........................................................ 2 2.3 FACTORY MUTUAL INSURANCE COMPANY (FMRC) (8) .............................................................. 2 2.4 AMERICAN CONCRETE INSTITUTE (ACI) (9) .............................................................................. -
Georgia Department of Transportation
Updated 10-23-19 Georgia Department of Transportation Page 1 NPE Status Report --- Listed Alphabetically by Company Name NPE# Manufacturer Product Name / Description Estimated Time Contact Info Fee Status / Progress for Lab/Field Paid Report Evaluation 1107-3 3M Company "3M Scotch-Weld HoldFast 70" -- Complete -- Accepted 7910-1 3M Company 3M Brand Galvinizing -- Complete -- No Status 8002-1 3M Company / Traffic Control Devices Dept. Loop Sealant -- Complete -- No Status 0704-3 A.W.Cook Cement Products, Inc. "Cook Brand Rapid Cure Repair" - Rapid setting -- Complete -- Withdrawn/No Action cement/sand grout. 9512-5 ABT, Inc. PolyDrain (Surface Drainage System) -- Complete -- No Application 7809-1 Acme Highway Products Corp. Fiberglass Dowel Bars -- Complete -- No Status 7707-1 Acme Highway Products Corp. Acmaseal -- Complete -- No Status 0307-4 ACO Polymer Products, Inc. "FG200 Fiberglass" 8" internal, Heavy duty -- Complete -- No Application fiberglass trench drain. 0307-3 ACO Polymer Products, Inc. "K100S Trench Drain" 4" Internal, Polymer -- Complete -- No Application Concrete Trench. 0307-2 ACO Polymer Products, Inc. "S300K Powerdrain" 12" internal, Polymer -- Complete -- No Application Concrete Trench. 0307-1 ACO Polymer Products, Inc. "S100K Powerdrain" 4" internal, Polymer -- Complete -- Accepted Concrete Trench. 1302-1 Active Minerals International, LLC "ACTI-GEL 208" Nov-13 Complete No application 9601-1 ADDCO Manufacturing The Signal DTS-2000 (Construction work zone -- Complete -- No Application sign) 9510-1 ADS N-12 (Smooth Lined -
Ranger Handbook
SH 21-76 UNITED STATES ARMY RANGER HANDBOOK "NOT FOR THE WEAK OR FAINTHEARTED” RANGER TRAINING BRIGADE UNITED STATES ARMY INFANTRY SCHOOL FORT BENNING, GEORGIA APRIL 2000 TABLE OF CONTENTS I RANGER CREED II STANDING ORDERS ROGER’S RANGERS III RANGER HISTORY IV RANGER TRAINING BRIGADE HISTORY CHAPTER 1 – LEADERSHIP PRINCIPLES OF LEADERSHIP 1-1 DUTIES/RESPONSIBILITIES 1-2 ASSUMPTION OF COMMAND 1-7 CHAPTER 2 – OPERATIONS TROOP LEADING PROCEDURES 2-1 COMBAT INTELLIGENCE 2-7 WARNING ORDER 2-8 OPERATIONS ORDER 2-11 FRAGMENTARY ORDER 2-17 ANNEXES 2-22 COORDINATION CHECKLISTS 2-29 DOCTRINAL TERMS 2-34 CHAPTER 3 – FIRE SUPPORT CAPABILITIES 3-2 CLOSE AIR SUPPORT 3-4 CALL FOR FIRE 3-5 CHAPTER 4 – MOVEMENT TECHNIQUES 4-2 TACTICAL MARCHES 4-6 DANGER AREAS 4-9 CHAPTER 5 – PATROLLING PLANNING CONSIDERATIONS 5-1 RECONNAISSANCE OPERATIONS 5-6 COMBAT PATROLS 5-13 AMBUSH 5-14 RAID 5-16 DEPARTURE/RE-ENTRY 5-25 LINK-UP 5-27 PATROL BASE 5-30 MOVEMENT TO CONTACT 5-34 CHAPTER 6 – BATTLE DRILLS PLATOON ATTACK 6-1 SQUAD ATTACK 6-5 REACT TO CONTACT 6-8 BREAK CONTACT 6-9 REACT TO AMBUSH 6-11 KNOCK OUT BUNKERS 6-12 ENTER/CLEAR A TRENCH 6-14 BREACH 6-19 CHAPTER 7 – COMMUNICATIONS AN/PRC-119 7-1 AN/PRC-126 7-3 CHAPTER 8 – ARMY AVIATION AIR ASSAULT 8-1 AIR ASSAULT FORMATIONS 8-3 PZ OPERATIONS 8-5 SAFETY 8-8 CHAPTER 9 – WATERBORNE OPERATIONS ONE ROPE BRIDGE 9-1 BOAT POSITIONS 9-8 EMBARKING/DEBARKING 9-11 LANDING SITE 9-11 RIVER MOVEMENT 9-13 FORMATIONS 9-14 CHAPTER 10 – MILITARY MOUNTAINEERING SPECIAL EQUIPMENT 10-1 KNOTS 10-2 BELAYS 10-8 TIGHTENING SYSTEMS 10-10 ROCK -
WAKE ISLAND AIRFIELD, TERMINAL BUILDING HABS UM-2-A (Building 1502) UM-2-A West Side of Wake Avenue Wake Island Us Minor Islands
WAKE ISLAND AIRFIELD, TERMINAL BUILDING HABS UM-2-A (Building 1502) UM-2-A West Side of Wake Avenue Wake Island Us Minor Islands PHOTOGRAPHS WRITTEN HISTORICAL AND DESCRIPTIVE DATA HISTORIC AMERICAN BUILDINGS SURVEY PACIFIC WEST REGIONAL OFFICE National Park Service U.S. Department of the Interior 1111 Jackson Street, Suite 700 Oakland, CA 94607 HISTORIC AMERICAN BUILDINGS SURVEY WAKE ISLAND AIRFIELD, TERMINAL BUILDING (Wake Island Airfield, Building 1502) WAKE ISLAND AIRFIELD, TERMINAL BUILDING HABSNo. UM-2-A (Wake Island Airfield, Building 1502) West Side of Wake Avenue Wake Island U.S. Minor Islands Location: The Wake Island Airfield Terminal Building is on the west side of Wake Avenue, east and adjacent to the aircraft parking and fueling apron, and 1,500' north of the east end of the runway on Wake Island of Wake Atoll. It is approximately 1 mile north of Peacock Point. The pedestrian/ street entrance to the terminal is on the east side of the building facing Wake Avenue. The aircraft passenger entrance faces west to the aircraft parking apron and lagoon. Present Owner/ Wake Island is an unorganized, unincorporated territory (possession) of the United Occupant: States, part of the United States Minor Outlying Islands, administered by the Office of Insular Affairs, U.S. Department of the Interior. The airfield terminal is occupied by 15th Air Wing (AW) of the U.S. Air Force (USAF) and base operations support (BOS) services contractor management staff. Present Use: Base operations and air traffic control for USAF, other tenants, and BOS contractor. Significance: The Wake Island airfield played an important and central role in transpacific commercial airline and developments after World War II (WWII). -
Advanced Camp Cadet Handbook
U.S. ARMY CADET COMMAND ADVANCED CAMP CADET HANDBOOK DISTRIBUTION RESTRICTION: APPROVED FOR PUBLIC RELEASE; DISTRIBUTION IS UNLIMITED. USACC, G3, CST Planning Branch, 2018. CADET CREED I am an Army Cadet. Soon I will take an oath and become an Army Officer committed to defending the values, which make this nation great. HONOR is my touchstone. I understand MISSION first and PEOPLE always. I am the PAST: the spirit of those WARRIORS who have made the final sacrifice. I am the PRESENT: the scholar and apprentice soldier enhancing my skills in the science of warfare and the art of leadership. But, above all, I am the FUTURE: the future WARRIOR LEADER of the United States Army. May God give me the compassion and judgment to lead and the gallantry to WIN. I WILL do my duty. Table of Contents Chapter 1 The Army Leader 1-1 SECTION I –LEADER DEVELOPMENT 1-1 SECTION II – CREEDS AND OATHS Error! Bookmark not defined. SECTION III - DUTIES AND RESPONSIBILITIES 1-6 Chapter 2 Mission Command 2-11 SECTION I: MISSION COMMAND INTRODUCTION 2-11 SECTION II – TROOP LEADING PROCEDURES 2-13 SECTION III – ORDERS 2-17 Chapter 3 – Operations 3-23 SECTION I – REPORTS 3-23 SECTION II – FIRE CONTROL AND DISTRIBUTION 3-24 SECTION III – WEAPONS 3-25 SECTION IV – RANGE CARDS AND SECTOR SKETCHES 3-26 Chapter 4 Communications 4-1 SECTION I – PROCEDURE WORDS (PROWORDS) 4-1 SECTION II – RADIO CALL PROCEDURES 4-5 SECTION III – BATTERIES AND LOADING FREQUENCY 4-8 Chapter 5 First Aid 5-12 SECTION I – PERFORM FIRST AID for BLEEDING 5-12 SECTION II – EVALUATE A CASUALTY (TACTICAL -
Concrete Road Barriers Subjected to Impact Loads: an Overview
1824 Concrete road barriers subjected to impact loads: An overview Abstract Muhammad Fauzi Bin Mohd. Zaina Concrete barriers prevent vehicles from entering the opposite lane b Hasan Jasim Mohammed and going off the road. An important factor in the design of concrete barriers is impact load, which a vehicle exerts upon collision with a aFaculty of Engineering and Built Envi- concrete barrier. This study suggests that a height of 813 mm, a base ronment, Universiti Kebangsaan Malay- width of 600 mm, and a top width of 240 mm are optimum dimen- sia. sions for a concrete barrier. These dimensions ensure the stability of bDepartment of Civil and Structural En- concrete barriers during vehicle collisions. An analytical and experi- gineering, Faculty of Engineering and mental model is used to analyze the concrete barrier design. The LS- Built Environment, Universiti Kebang- DYNA software is utilized to create the analytical models because it saan Malaysia. can effectively simulate vehicle impact on concrete barriers. Field tests are conducted with a vehicle, whereas laboratory tests are con- Corresponding author: ducted with machines that simulate collisions. Full-scale tests allow [email protected] the actual simulation of vehicle collisions with concrete barriers. In [email protected] the vehicle tests, a collision angle of 25°, collision speeds of 100 km per hour, and a vehicle weighing more than 2 t are considered in the http://dx.doi.org/10.1590/1679-78251783 reviewed studies. Laboratory tests are performed to test bridge con- crete barriers in static condition. Received 17.12.2014 Keywords In revised form 20.03.2015 Accepted 24.03.2015 Concrete barriers; LS-DYNA software; simulation; collision angle; Available online 02.05.2015 collision speed. -
Barrier Beautification
2011–2012 Barrier Beautification Request for Proposals BACKGROUND In spring and fall 2010, the New York City Department of Transportation (the “NYCDOT”) partnered with the Mayor’s Community Affairs Unit (the “CAU”) and New York Cares (the “NY Cares”) to produce temporary designs on a number of barrier sites around the City. Eight artists were selected to create final designs as well as translate and paint the design onto the designated sites, some of which include: Furman Street between Montague and Joralemon streets in Brooklyn; FDR Service Drive North between 35th and 37th Streets in Manhattan; and Hutchinson Parkway North at Edwards Avenue in the Bronx. Approximately 6,000 linear feet of barrier was covered with bright colorful imagery on two Saturdays, one in April and one in November, with support from hundreds of volunteers. This spring 2011, NYCDOT is partnering again with CAU and NY Cares to paint selected barrier sites around the City. All barrier sites will be primed in advance by NYC Community Cleanup. Each selected artist shall be assigned a site within one of the five boroughs and will be responsible for translating the design and overseeing the painting of the design onto the barriers. NY Cares volunteers will be assigned to assist each artist at a site on one Saturday in early spring 2011 to paint the design. PROJECT SCOPE NYCDOT invites artists and/or designers to envision the surface of these ordinary jersey barriers as canvases for art. All interested artists are eligible to submit materials to this open call. Selected artists shall accomplish the following tasks: • complete one (1) final design; • translate design (stenciling or hand drawing) onto barrier; and • lead volunteers in the process of painting the design onto the barrier.