Item Unit of Specification Description Number

Total Page:16

File Type:pdf, Size:1020Kb

Item Unit of Specification Description Number ITEM UNIT OF SPECIFICATION DESCRIPTION NUMBER MEASURE YEAR REFERENCE ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0001.00 CAL DAY 07 SURVEILLANCE OF TEMPORARY TRAFFIC CONTROL DEVICES ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0001.04 DAY 07 ENDANGERED SPECIES DAILY SURVEYOR ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0001.06 BARR DAY 07 VERTICAL PANELS ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0001.08 BARR DAY 07 422.00 BARRICADE, TYPE II ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0001.10 BARR DAY 07 422.00 BARRICADE, TYPE III ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0001.20 EACH 07 BARRICADE, TYPE III ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0001.30 LIGHT DAY 07 422.00 TYPE B HIGH INTENSITY WARNING LIGHT ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0001.45 BARR DAY 07 REFLECTORIZED PLASTIC DRUM ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0001.46 BARR DAY 07 REFLECTORIZED CONE ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0001.75 EACH 07 422.00 TEMPORARY SIGN DAY ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0001.85 EACH 07 SIGN DAY ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0001.90 EACH 07 422.00 SIGN DAY ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0001.99 EACH 07 422.00 CONTRACTOR FURNISHED SIGN DAY ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.12 EACH 07 INSTALL OVERHEAD DETOUR SIGN ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.14 EACH 07 INSTALL DETOUR OVERLAY PANEL ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.20 EACH 07 OBJECT MARKER ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.26 EACH 07 WRONG WAY ARROW, TEMPORARY PAVEMENT MARKING, TYPE 2 ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.27 LIN FT 07 REMOVABLE WET REFLECTIVE TAPE ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.28 LIN FT 07 TEMPORARY PAVEMENT MARKING REMOVAL ------------ ------------ ------------------------- --------------------------------------------------------------------------- ITEM UNIT OF SPECIFICATION DESCRIPTION NUMBER MEASURE YEAR REFERENCE ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.30 LIN FT 07 422.00 PAVEMENT MARKING REMOVAL ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.31 LIN FT 07 TEMPORARY PAVEMENT MARKING ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.32 SQ FT 07 422.00 PAVEMENT MARKING REMOVAL ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.33 LIN FT 07 TEMPORARY PAVEMENT MARKING ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.35 LIN FT 07 TEMPORARY PAVEMENT MARKING ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.37 LIN FT 07 TEMPORARY PAVEMENT MARKING ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.38 LIN FT 07 422.00 TEMPORARY PAVEMENT MARKING, TYPE I ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.39 LIN FT 07 422.00 TEMPORARY PAVEMENT MARKING, TYPE II ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.40 STATION 07 TEMPORARY SOLID LINES ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.41 LIN FT 07 422.00 TEMPORARY PAVEMENT MARKING , TYPE III ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.43 LIN FT 07 422.00 TEMPORARY PAVEMENT MARKING, TYPE II BLACK ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.44 LIN FT 07 422.00 TEMPORARY PAVEMENT MARKING, TYPE PAINT ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.45 STATION 07 TEMPORARY BROKEN LINES ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.46 LIN FT 07 422.00 TEMPORARY PAVEMENT MARKING, TYPE RPM ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.47 LIN FT 07 TEMPORARY PAVEMENT MARKING SURFACE PREPARATION ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.48 EACH 07 TEMPORARY RAISED PAVEMENT MARKER ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.49 LIN FT 07 422.00 RAISED PAVEMENT MARKER ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.50 EACH 07 INSTALL RAISED PAVEMENT MARKER ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.51 EACH 07 RAISED PAVEMENT MARKER ADHESIVE MATERIAL ------------ ------------ ------------------------- --------------------------------------------------------------------------- ITEM UNIT OF SPECIFICATION DESCRIPTION NUMBER MEASURE YEAR REFERENCE ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.52 EACH 07 TEMPORARY PAVEMENT MARKING, TYPE RPM ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.53 EACH 07 RAISED PAVEMENT MARKER ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.55 STATION 07 422.00 OVERLAY BROKEN LINES ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.60 STATION 07 422.00 OVERLAY SOLID LINES ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.61 EACH 07 419.00 PLOWABLE PAVEMENT MARKER ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.63 EACH 07 419.00 PLOWABLE PAVEMENT MARKER REFLECTOR ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.64 EACH 07 PLOWABLE RAISED PAVEMENT MARKER REFLECTOR ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.70 STATION 07 PERMANENT PAVEMENT MARKING ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.75 LIN FT 07 PERMANENT PAVEMENT MARKING ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.76 LIN FT 07 423.00 PERMANENT PAVEMENT MARKING, PAINT ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.78 LIN FT 07 PERMANENT PAVEMENT MARKING SURFACE PREPARATION ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.80 EACH 07 INSTALLING TUBULAR POST ------------ ------------ ------------------------- --------------------------------------------------------------------------- 0002.83 LIN FT 07 RELOCATE TUBULAR POST CURB SYSTEM ------------ ------------ ------------------------- ---------------------------------------------------------------------------
Recommended publications
  • Item Unit of Specification Description Number
    ITEM UNIT OF SPECIFICATION DESCRIPTION NUMBER MEASURE YEAR REFERENCE ------- ----------------- --------- ------------------------ --------------------------------------------------------------------------- 0001.00 CAL DAY 08 SURVEILLANCE OF TEMPORARY TRAFFIC CONTROL DEVICES ------- ----------------- --------- ------------------------ --------------------------------------------------------------------------- 0001.04 DAY 08 ENDANGERED SPECIES DAILY SURVEYOR ------- ----------------- --------- ------------------------ --------------------------------------------------------------------------- 0001.06 BARR DAY 08 VERTICAL PANELS ------- ----------------- --------- ------------------------ --------------------------------------------------------------------------- 0001.08 BARR DAY 08 422.00 BARRICADE, TYPE II ------- ----------------- --------- ------------------------ --------------------------------------------------------------------------- 0001.10 BARR DAY 08 422.00 BARRICADE, TYPE III ------- ----------------- --------- ------------------------ --------------------------------------------------------------------------- 0001.20 EACH 08 BARRICADE, TYPE III ------- ----------------- --------- ------------------------ --------------------------------------------------------------------------- 0001.30 LIGHT DAY 08 422.00 TYPE B HIGH INTENSITY WARNING LIGHT ------- ----------------- --------- ------------------------ --------------------------------------------------------------------------- 0001.45 BARR DAY 08 REFLECTORIZED PLASTIC DRUM -------
    [Show full text]
  • The Shoulders of Atlas: Rural Communities and Nuclear Missile Base Construction in Nebraska, 1958-1962
    The Shoulders of Atlas: Rural Communities and Nuclear Missile Base Construction in Nebraska, 1958-1962 (Article begins on page 2 below.) This article is copyrighted by History Nebraska (formerly the Nebraska State Historical Society). You may download it for your personal use. For permission to re-use materials, or for photo ordering information, see: https://history.nebraska.gov/publications/re-use-nshs-materials Learn more about Nebraska History (and search articles) here: https://history.nebraska.gov/publications/nebraska-history-magazine History Nebraska members receive four issues of Nebraska History annually: https://history.nebraska.gov/get-involved/membership Full Citation: Nick Batter, “The Shoulders of Atlas: Rural Communities and Nuclear Missile Base Construction in Nebraska, 1958-1962,” Nebraska History 93 (2012): 54-83 Article Summary: Base construction for America’s first intercontinental ballistic missile, the Atlas, pushed several rural Nebraska communities to the front lines of the Cold War. The project brought needed jobs to residents struggling through a sharp economic recession, but it also drew protestors who questioned the wisdom and morality of the nuclear program. Cataloging Information: Names: Dwight D Eisenhower, Renald Barrett, Everett Barrett, Tom Gerrity, Bob Kerry, A J Muste, Bradford Lyttle, Ralph Burnett, Walter Gormly, Bill Osick, John Newman, Milford Johnson, Kenneth Johnson, Ailene Rauer Nebraska Place Names: Mead (Saunders County), Lincoln, Omaha Keywords: Atlas, intercontinental ballistic missile (ICBM),
    [Show full text]
  • Linktm Gabions and Mattresses Design Booklet
    LinkTM Gabions and Mattresses Design Booklet www.globalsynthetics.com.au Australian Company - Global Expertise Contents 1. Introduction to Link Gabions and Mattresses ................................................... 1 1.1 Brief history ...............................................................................................................................1 1.2 Applications ..............................................................................................................................1 1.3 Features of woven mesh Link Gabion and Mattress structures ...............................................2 1.4 Product characteristics of Link Gabions and Mattresses .........................................................2 2. Link Gabions and Mattresses .............................................................................. 4 2.1 Types of Link Gabions and Mattresses .....................................................................................4 2.2 General specification for Link Gabions, Link Mattresses and Link netting...............................4 2.3 Standard sizes of Link Gabions, Mattresses and Netting ........................................................6 2.4 Durability of Link Gabions, Link Mattresses and Link Netting ..................................................7 2.5 Geotextile filter specification ....................................................................................................7 2.6 Rock infill specification .............................................................................................................8
    [Show full text]
  • Storms and Coastal Defences at Chiswell This Booklet Provides Information About
    storms and coastal defences at chiswell this booklet provides information about: • How Chesil Beach and the Fleet Lagoon formed and how it has What is this changed over the last 100 years • Why coastal defences were built at Chiswell and how they work • The causes and impacts of the worst storms in a generation booklet that occurred over the winter 2013 / 14 • What will happen in the future Chesil Beach has considerable scientific about? significance and has been widely studied. The sheer size of the beach and the varying size and shape of the beach material are just some of the reasons why this beach is of worldwide interest and importance. Chesil Beach is an 18 mile long shingle bank that stretches north-west from Portland to West Bay. It is mostly made up of chert and flint pebbles that vary in size along the beach with the larger, smoother pebbles towards the Portland end. The range of shapes and sizes is thought to be a result of the natural sorting process of the sea. The southern part of the beach towards Portland shelves steeply into the sea and continues below sea level, only levelling off at 18m depth. It is slightly shallower at the western end where it levels off at a depth of 11m. This is mirrored above sea level where typically the shingle ridge is 13m high at Portland and 4m high at West Bay. For 8 miles Chesil Beach is separated from the land by the Fleet lagoon - a shallow stretch of water up to 5m deep.
    [Show full text]
  • O B D S Orien Broch Distri Stake Ntatio Hure Ct Ehold on for Ders
    Government of Nepal Orientation Brochure for District Stakeholders Rural Access Programme (RAP) Phase 3 April 2016 ` 1. INTRODUCTION The purpose of this brochure is to provide an overview of the Rural Access Programme Phase 3 (RAP3). It describes the objective, core principles, programme areas, progrramme components and implementation arrangements. The target audience of the brochure are the stakeholders who are related with RAP3 implementation in general and the DDC and DTO officials in particular. 2. BACKGROUND AND OBJECTIVE OF RAP3 RAP has been implemented continuously since 2001 and is a bi-lateral progrramme between the Government of Nepal (GoN) and the Department for International Development (DFID) of the UK Government. The programme is being implemented with the grant assistance provided by UK Aid. The implementation of the current phase of RAP3 started in 2013 and will laast until March 2017. An extension of the programme to 2019 is planned. The current phase of the Rural Access Programme (RAP3) builds on the processes of previous phases but with significant changes, including: • Support focussed on the poorest districts in western Nepal • Emphasis on sustainable asset management and community resilience • Working closely to support central and district government organnisations and build capacity • A range of implementation modalities depending on intervention characteristics and management performances of the ddistrict. The objective of RAP3 is to increase the economic opportunities available to the poorest and most vulnerable people in the remotest districts of Nepal. It does so by providing employment for the poor to maintain and upgrade existiing roads, construct new rural roads and economic infrastructure where these are lacking.
    [Show full text]
  • Construction Guide V2 LR.Pdf
    1 Introduction – protect and survive 2 Basic construction guidelines 3 Design of Concertainer structures 4 Fill selection and characteristics 5 Preconfigured structures 6 Improvised structures 7 Maintenance and repair 8 Product technical information 9 Trial information 10 Packing and shipping 11 Conversion tables 12 Contacts 1 Introduction – protect and survive Introduction – protect and survive 1.01 HESCO® Concertainer® has Delivered flat-packed on standard been a key component in timber skids or pallets, units providing Force Protection since can be joined and extended the 1991 Gulf War. using the provided joining pins and filled using minimal Concertainer units are used manpower and commonly extensively in the protection of available equipment. personnel, vehicles, equipment and facilities in military, Concertainer units can be peacekeeping, humanitarian installed in various configurations and civilian operations. to provide effective and economical structures, tailored They are used by all major to the specific threat and level military organisations around of protection required. Protective the world, including the UK structures will normally be MOD and the US Military. designed to protect against ballistic penetration of direct fire It is a prefabricated, multi- projectiles, shaped charge cellular system, made of warheads and fragmentation. Alu-Zinc coated steel welded HESCO Guide Construction for Engineers mesh and lined with non-woven polypropylene geotextile. Introduction – protect and survive 1.02 Protection is afforded by the fill In constructing protective material of the structure as a structures, consideration must consequence of its mass and be given to normal structural physical properties, allied with design parameters. the proven dynamic properties of Concertainer units. The information included in this guide is given in good faith, Users must be aware that the however local conditions may protection afforded may vary affect the performance of HESCO Guide Construction for Engineers with different fill materials, and structures.
    [Show full text]
  • Coordinated Resource Management Plan
    APPLETON-WHITTELL RESEARCH RANCH COORDINATED RESOURCE MANAGEMENT PLAN The Research Ranch was established in 1968 by the Appleton family as an ecological field station to provide a large scale exclosure by which various land uses and actions in the Southwest could be evaluated. This role, as a control or reference area, creates challenges to land management actions. Each proposed action must be judged not only on the conservation outcome but also on the potential to have adverse impact on the research values for which the field station was established. Effective management for both conservation and research is only possible if all partners are informed and involved. The Research Ranch, approximately 8,000 acres, is a complicated partnership among land owners and federal land administrative agencies: Coronado National Forest (CNF), Bureau of Land Management (BLM), Resolution Copper Mining Co. (RCM), The Research Ranch Foundation (TRRF), The Nature Conservancy (TNC), and National Audubon Society (NAS or Audubon). NAS manages the facility via contractual agreements with each entity. The Research Ranch is a Center/Sanctuary of NAS, administered through the Audubon Arizona state office in Phoenix. Audubon’s strategic plan is to achieve conservation results on a broad scale by leveraging the NAS network and engaging diverse people; the Research Ranch is evaluated by NAS for its support of the following conservation concerns: Climate Change, Water, Working Lands and Bird Friendly Communities. This Coordinated Resource Management Plan (CRMP) constitutes all ownership along with the Natural Resources Conservation Service (NRCS), Arizona Game & Fish Department (AZGF) and US Fish & Wildlife Service (USFWS). Planned practices to meet goals listed in this CRMP may not necessarily be implemented on all parcels.
    [Show full text]
  • Out-Digging Nuclear Bunker Busters
    Earth Penetrating Nuclear Warheads against Deep Targets: Concepts, Countermeasures, and Consequences. Ivan Oelrich Blake Purnell Scott Drewes Federation of American Scientists April 2005 Attacking “hard and deeply buried” targets is the chief justification for developing new capabilities for nuclear weapons or even a new generation of nuclear weapons. The proposed Robust Nuclear Earth Penetrator (RNEP) and possible future nuclear weapons are specifically designed to destroy underground facilities. This paper very briefly examines the concept of how and why nuclear earth penetrating weapons would be used, a possible countermeasure, and the consequences of their use. We find that attacking underground targets with nuclear weapons is conceptually unsound, countermeasures are available, and the consequences of an attack would be grave.1 Concept of Use When evaluating any new military system, we have to ask: what military problem it is meant to solve, what are the different ways of solving that problem, and how does this proposed system compare to alternative approaches? When applying these questions to nuclear earth penetrators, it quickly becomes apparent that the problem used to justify them is contrived and implausible. The problem is contrived because it is artificially 1 This paper extends two previous studies on nuclear attack of underground targets. The first, Robert Nelson, “Low-Yield Earth-Penetrating Nuclear Weapons,” Science & Global Security Vol 10. No. 1, pp 1- 20, 2002, considered low yield weapons, and showed that even small weapons would not be contained and would release substantial amounts of radioactivity. The second, Michael Levi, Fire in the Hole: Nuclear and Non-Nuclear Options for Counterproliferation, Working Paper 31 (Washington, DC: Carnegie Institute for International Peace, November 2002), considers large yield nuclear weapons but focues on locating targets, on hard but shallow targets, and on conventional alternatives.
    [Show full text]
  • Experimental Study of Structural Behavior of Mesh-Box Gabion
    University of Palestine College of Applied Engineering and Urban Planning Department of Civil Engineering Experimental study of structural behavior of mesh-box Gabion By: Mohamad Z. Al Helo 120110139 Mohammed S. Al-Massri 120111288 Hesham H. Abu-Assi 120111251 Mohammed J. Hammouda 120110163 Islam T. Joma 120090301 Supervisor: Dr. Osama Dawood Graduation project is submitted to the Civil Engineering Department in partial Fulfillment of the requirements for the degree of B.Sc. in Civil Engineering. Gaza, Palestine Oct. 2016 I DEDICATION We would like to dedicate this work to our families specially our Parents who loved and raised us, which we hope that they are Proud of us, for their sacrifice and endless support. We would like to dedicate it to our Martyrs, detainees and Wounded people who sacrificed for our freedom. II ACKNOWLEDGMENT We would like to express our appreciation to our supervisor Dr. Osama Dawood for his valuable advices, continuous Encouragement, professional support and guidance. Hoping our research get the satisfaction of Allah and you as well. III ABSTRACT The research described by the current dissertation was focused on studying the mechanical behavior of the wired-mesh gabions under axial compression load. And it is important to mention that there is no specific standard for using gabions as structural elements It is a unique study because using this type of construction usually does not take into consideration the study of the structural behavior of these boxes, and here many of the problems facing the construction of this kind appears. This research studied the behavior of these boxes through laboratory experiments.
    [Show full text]
  • Gabions Being Used As a Headwall
    Gabions being used as a headwall. Gabions - Their Applications on the Golf Course by JOHN DREW Superintendent, Winters Run Golf Club, Maryland ROSION IS a basic part of We who are within the influence of 100 years. Unfortunately, Winters Run nature, and indications are that streams and rivers tend to become con- does not understand such definitions Ethe forces that tear down and cerned when the rain starts coming and will pro bably flood a few more build up are not tired yet. One of these down hard. times in our lives. forces that we in the golf course business Our golf course, like so many others, Many ideas have been proposed to have to deal with is that of water and contains some land that is not suitable prevent creek bank erosion. Vegetation, resultant erosion. Creek, pond, stream, for housing or farming. Forty-eight of logs, rip-rap, railroad ties, concrete, or wave erosion affect almost all of us 180 acres are in a flood plain. Winters and steel sheet piling have been used at some time. Run, a major stream, meanders through with varying degrees of success and / or Erosion caused by running water can the course, giving it character, beauty, failure. In our case, we decided that be extremely devastating. These pro b- floods, erosion, and silt. The last named rip-rap would protect our eroding creek lems become magnified in areas of items caused us to look for protection banks most effectively and at minimal increasing population. Water runoff from water damage early in the clu b's cost.
    [Show full text]
  • APPENDIX E EROSION PREVENTION BMPS Attachment
    Attachment 7.2 Oregon DEQ APPENDIX E EROSION PREVENTION BMPS EP-1 Scheduling EP-2 Preservation of Existing Vegetation EP-3 Surface Roughening EP-4 Topsoiling EP-5 Temporary Seeding and Planting EP-6 Permanent Seeding and Planting EP-7 Mycorrhizae / Biofertilizers EP-8 Mulches EP-9 Compost Blankets EP-10 Erosion Control Blankets and Mats EP-11 Soil Binders EP-12 Stabilization Mats EP-13 Wind Erosion Control EP-14 Live Staking EP-15 Pole Planting EP-16 Live Fascines and Brush Wattles EP-17 Brush Box EP-18 Fascines with Subdrains EP-19 Live Pole Drains EP-20 Brush Packing or Live Gully Fill Repair EP-21 Sodding OREGON MANUAL-APPENDICES.DOC Erosion and Sediment Control Manual April 28, 2005 293 SCHEDULING – EP-1 Scheduling involves sequencing construction activities and the installation of erosion and sediment control measures to reduce the amount and duration of soil exposed to erosion by wind, rain, runoff and vehicle tracking. The timing of soil-disturbing activities and the timing of implementation of BMPs are both critical to the prevention of accelerated erosion and transport of sediment off-site. The scheduling of grading should take into account the rainy season and should minimize the length of the time that soils are left exposed, and reduce the total area of exposed soil during the rainy season. Consideration should be given to phasing the grading and construction so that critical areas (such as highly erodible soils, areas adjacent to receiving waters, etc.) are not disturbed until the non-rainy season, and so the entire area that is disturbed at any one time is kept to a size that can be controlled effectively.
    [Show full text]
  • Field Research Uncovering the Bunker
    See, but not Seen: Field Research Uncovering the Bunker Olle Stjerne 2016 BA Thesis Tutor: Christel Vesters I was most impressed by a feeling, internal and external, of being immediately crushed. The battered walls sunk into the ground gave this small blockhouse a solid base; a dune had invaded the interior space, and the thick layer of sand over the wooden floor made the place ever narrower. Some clothes and bicycles had been hidden here; the object no longer made the same sense, though there was still protection here. Paul Virilio I turned the numbers of the dial, 5… 2… 5… 9… The padlock opened and the heavy chain rattled through the ringers of the blast door and fell to the ground with a heavy clatter. I pushed on the reinforced steel, and slowly the door came open, revealing nothing but darkness. I had been permitted to explore the big bunker, a former radio control central at Bungenäs. It had been abandoned by the military, but not before the soldiers had removed all equipment and smashed the interior, leaving it an empty, cold maze of concrete corridors. Some parts were recognizable as bathrooms, but the faucets, showers and toilets were gone; other rooms had pipes leading nowhere. I had heard from my friend Kees, an artist working with nuclear bunkers, that in every bunker he ever visited, it was always the same: the soldiers had left nothing but the last chair for the last man to sit on. 3 1. Introduction 6 2. Field Research 10 3. Our Field 14 4.
    [Show full text]