Infrastructure Defense Technologies

Total Page:16

File Type:pdf, Size:1020Kb

Infrastructure Defense Technologies In the United States Court of Federal Claims (Filed April 7, 2008) (Originally Filed Under Seal March 14, 2008) INFRASTRUCTURE DEFENSE ) TECHNOLOGIES, LLC, ) No. 07-582 C Plaintiff, ) (Consolidated Lead Case) ) v. ) Pre-award bid protest; subject matter ) jurisdiction; standing; prejudice; waiver; bridge THE UNITED STATES, ) contract; sole source supply contract; cross- Defendant, ) motions for judgment on the administrative ) record; motion to dismiss; one responsible and ) source exception to the Competition in ) Contracting Act; standard of review; national HESCO BASTION, LTD, ) defense and security. Defendant-Intervenor. ) ) INFRASTRUCTURE DEFENSE ) TECHNOLOGIES, LLC, ) Plaintiff, ) ) No. 07-695 C v. ) (Consolidated Member Case) ) THE UNITED STATES, ) Defendant. ) C. Joël Van Over, McLean, VA, for plaintiff. Jack Y. Chu, of counsel. David A. Harrington and A. Bondurant Eley, Commercial Litigation Branch, Civil Division, United States Department of Justice, Washington, D.C., for defendant, with whom were Jeffrey S. Bucholtz, Acting Assistant Attorney General, Jeanne E. Davidson, Director, and Brian M. Simkin, Assistant Director. Douglas C. Proxmire, Washington, D.C., for defendant-intervenor. Elizabeth Gill, of counsel. OPINION AND ORDER1/ Merow, Senior Judge In this pre-award procurement protest, brought pursuant to 28 U.S.C. § 1491(b)(1), the protestor, Infrastructure Defense Technologies, LLC (hereinafter “IDT”), seeks injunctive and declaratory relief to preclude the Defense Logistics Agency (“DLA”) from awarding a follow-on sole source Indefinite Delivery Indefinite Quantity (“IDIQ”) contract for collapsible force protection (“Concertainer”) units to Hesco Bastion, Ltd. (“Hesco”). Hesco has intervened in this action. Pursuant to RCFC 52.1, motions have been filed, by all parties, for judgment on the administrative record of this procurement which record was supplemented by the deposition of DLA official Thomas Lauersen and material submitted by plaintiff. (Order Aug. 9, 2007.) Plaintiff also protests the award of a “bridge contract” entered into by DLA to cover military requirements for Concertainers during the pendency of this litigation. The administrative record for this protest is referred to as “2nd Protest.” Various other material, submitted during argument by counsel or in response hereto, has also been considered. Defendant also contests IDT’s standing to bring this litigation and IDT has filed a motion for entry of a default pursuant to RCFC 55(a), which is opposed by defendant. Upon consideration of the extensive records and the thorough briefing of the issues by all parties together with the helpful and comprehensive argument of counsel, it is concluded, for reasons that follow, that IDT’s Motion for the Entry of a Default is denied, that IDT lacks standing to bring these protests, and that if, however, standing were present, IDT then has not established a basis for relief under the standards set forth in Section 706 of the Administrative Procedure Act (“APA”), 5 U.S.C. § 706, as applicable in this bid protest context. NVT Techs., Inc. v. United States, 370 F.3d 1153, 1159 (Fed. Cir. 2004). 1/ The court issued this Opinion and Order under seal on March 14, 2008, and gave the parties until March 31, 2008, to submit any proposed redactions. That deadline has passed, and no proposed redaction has been received. Accordingly, the Opinion and Order is released in its entirety. -2- FACTS From January through September 2007, DLA received requisitions from military units in Iraq and Afghanistan for more than $375 million worth of Concertainers. (AR 24 (2nd Protest).) Concertainer is the Hesco brand or trade name for a collapsible force protection barrier commonly used in hostile theaters as a substitute for sandbags. (AR 516; AR 132 (2nd Protest).) Force protection barriers available to the United States military include sandbags, barbed concertina wire, concrete barriers and other devices including, as relevant to this litigation, earth-filled barriers – collapsible forms or components that are transported flattened on pallets to a planned site where they are assembled or unfolded, interconnected and filled with sand, soil or other native material to create barriers, walls, buildings and the like that protect, to varying degrees, from weapon fire, explosives, vehicle crashes and other hostile forces. The Joint Forward Operations Base Force Protection Handbook (“JFOB”) contains descriptions, and in some instances, specifications of many, but not all military force protection options. (AR 488-595.) Reflecting lessons learned from Operation Enduring Freedom and Operation Iraqi Freedom, and created with guidance from the Army Test and Evaluation Command and the Joint Chiefs of Staff Deputy Directorate for Antiterrorism and Homeland Defense, with significant assistance from U.S. Central Command, this handbook describes best practices and techniques to counter rocket, artillery, mortar and improvised explosive device threats in Iraq to reduce the combat casualty rate. Earth-filled barriers are among several options addressed in the “Physical Barriers” section of Chapter Six entitled “Perimeter Security.” (AR 496-513.) Instructions, diagrams, specifications and design factors are given for “[t]ypical anti- vehicular barriers” for stopping vehicles at the perimeter, including concrete walls, berms, ditches, cabled chain link fences, and “[e]arth-filled barriers (Hesco Bastions, metal revetments”).2/ (Id. at 502-03.) 2/ These barriers are referred to throughout as revetments and/or bastions. A revetment is “an embankment or wall as of sandbags or earth, constructed to protect against strafing, shell fragments, etc.” WEBSTER’S NEW WORLD DICTIONARY 1149 (3rd ed. 1988). A bastion is “any fortified place; (continued...) -3- Earth-Filled Barriers. Earth-filled barriers are typically employed at a JFOB to provide blast and fragment damage protection. As fragment protection, these barriers work extremely well; for blast mitigation purposes these barriers reduce structural damage only slightly by reducing reflected pressures to incident pressure levels. However, earth- filled barriers can also be effective as anti-vehicular barriers. Examples of earth-filled barriers include the HESCO bastion concertainers and metal revetments. HESCO Bastion Concertainer. Concertainer geo-composite materials can be used to construct anti-vehicular barriers and are often favored because of their capability to minimize transportation weight and volume requirements, while optimizing the provided level of threat protection. The geo-composite material is composed of collapsible wire-mesh cells that are lined with a geo-textile fabric. The advantage of using this material is that during transport the geo-composite is collapsed and upon arrival at the final destination is expanded and filled. This quality allows the walls to be transported at only 5 percent of the as-constructed volume. The concertainer wall sections consist of a series of large, linked, self- supporting cells constructed from geo-textile-lined wire-mesh panels. The wall cells are connected at the corners with spiral wire hinges that allow the wall sections to be expanded from a compact, folded-storage configuration. For deployment, the wall sections are expanded, positioned, and filled with available soil, sand, gravel, rock, concrete rubble, etc. (the use of gravel, rock, or concrete should be minimized due to the fragmentation caused by an explosion). The wall sections can be connected to form longer walls, separated to form shorter sections, or stacked to increase wall height. (AR 511-12.) 2/(...continued) strong defense or bulwark.” Id. at 116. -4- Three paragraphs, two pictures and a drawing are devoted to Hesco Concertainer products. Immediately following is one paragraph describing generic metal revetments described as another type of anti-vehicular barrier.3/ Like the concertainer, these barriers have the capability to minimize transportation weight and volume requirements, while optimizing the provided level of threat protection. The advantage of using this material is that during transport the metal material can be collapsed and stacked and upon arrival at the final destination expanded and filled. More information on metal revetments can be found in Chapter 8 (Protective Construction). (AR 512-13.) Following this paragraph is a photograph of metal revetment walls. (AR 513.) Chapter Eight, titled “Protective Construction,” includes a section on “Sidewall Protection and Revetments.” (AR 514-33.) “[M]ost revetment designs are just variations of techniques to hold the soil in a vertical position.” (AR 514.) Included is a subsection on the “Hesco Bastion Concertainer® Revetment,” with specifications of nine sizes and two colors, a listing of limitations, construction procedures and considerations and diagrams, at an estimated cost of $39 per linear foot (excluding labor and fill material). (AR 516-19.) Description: Hesco Bastion Concertainer® is the brand name for a commonly used revetment used in Iraq and referred to as “Hesco.” The Hesco wall sections consist of a series of large, linked, self supporting cells. Each cell consists of collapsible wire mesh lined with a geotextile fabric. The cells are connected at the corners with spiral wire hinges that allow the wall sections to be expanded from a compact, folded storage configuration. The advantage of using this material is that during transport the cells are collapsed, and upon arrival at the final destination expanded
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]
  • 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]
  • Cost-Effective Levee Design for Cases Along the Meuse River Including Uncertain- Ties in Hydraulic Loads
    Cost-effective levee design for cases along the Meuse river including uncertain- ties in hydraulic loads B. Broers Delft University of Technology . Cost-effective levee design for cases along the Meuse river including uncertainties in hydraulic loads by Ing. B. Broers in partial fulfilment of the requirements for the degree of Master of Science in Civil Engineering at the Delft University of Technology, Faculty of Civil Engineering and Geosciences to be defended publicly on January 15, 2015 Student number: 4184408 Supervisor: Prof. dr. ir. M. Kok, TU Delft - Hydraulic Engineering section Thesis committee: Dr. ir. T. Schweckendiek, TU Delft - Hydraulic Engineering section Ir. drs. J. G. Verlaan, TU Delft - Construction Management and Engineering section Ir. S.A. van Lammeren, Royal HaskoningDHV Ir. drs. E. R. Kuipers, Waterschap Peel en Maasvallei An electronic version of this thesis is available at http://repository.tudelft.nl/. Preface This MSc Thesis reflects the final part of the Master of Science degree in Hydraulic Engineering at the Civil Engineering and Geosciences Faculty of the Delft University of Technology. The research is per- formed under guidance of the Delft University of Technology in cooperation with Royal HaskoningDHV and Waterschap Peel & Maasvallei. I like to thank many people for their support and cooperation during my graduation thesis. In the first place I thank my direct supervisors: Timo Schweckendiek, Enno Kuipers and Bas van Lammeren for their helpful feedback, enthusiasm and guidance during the thesis. Many thanks to Prof. Matthijs Kok for his support and advice. My thanks to Jules Verlaan too, who helped me especially in the field of LCCA.
    [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]
  • Engineering Evaluation of Hesco Barriers Performance at Fargo, ND 2009," May 2009 Engineering Evaluation of Hesco Barriers Performance at Fargo,ND 2009
    ENCLOSURE 2 Wenck Associates, Inc., "Engineering Evaluation of Hesco Barriers Performance at Fargo, ND 2009," May 2009 Engineering Evaluation of Hesco Barriers Performance at Fargo,ND 2009 Wenck File #2283-01 Prepared for: Hesco Bastion, LLC 47152 Conrad E. Anderson Drive Hammond, LA 70401 Prepared by: WENCK ASSOCIATES, INC. 3310 Fiechtner Drive; Suite 110 May 2009 Fargo, North Dakota (701) 297-9600 SWenck Table of Contents 1.0 INTRODUCTION ........................................................................................................... 1-1 1.1 Purpose of Evaluation......................................................................................... 1-3 1.2 Background Information ...................................................................................... 1-3 2.0 CITY OF FARGO USES OF HESCO BARRIERS ......................... 2-1 2.1 Number of Miles Used Versus Total ................................................................... 2-1 2 .2 S izes ........................................................................................................ ............. 2 -1 2.3 Installation Rates .................................................................................................. 2-1 2.4 Complicating Factors .......................................................................................... 2-1 3.0 INTERVIEWS WITH CITY AND CITY REPRESENTATIVES ............................. 3-1 3.1 Issues Raised and Areas of Concern .................................................................... 3-1 3.2 Comments
    [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]
  • All Action MS502 Over USD100000
    This report provides information about FAO’s vendors and their goods and services for 2013 where the value of the Purchase Order exceeds US$100,000. This data is presented to the best of FAO's knowledge as correct. If there are omissions, errors or comments please do contact FAO Vendors with procurement actions over USD100,000 for 2013 [email protected] Name of Vendor Vendor Country General Description of Goods or Services Sum of USD Total Net Value A.G. THOMAS (PTY) LTD Swaziland Construction of Ndlolowane dam and Irrigation scheme 329,722.81 A.G. THOMAS (PTY) LTD Total 329,722.81 A.K. Bhuiyan & Co. Bangladesh Measurement instruments 172,529.31 A.K. Bhuiyan & Co. Total 172,529.31 A.T.I. SANITAL-PIEMONTE-LATECNICA Italy Facility Support Services HQ 4,490,956.25 A.T.I. SANITAL-PIEMONTE-LATECNICA Total 4,490,956.25 AASTRA ITALIA SPA Italy Technical Support Services HQ 107,679.97 AASTRA ITALIA SPA Total 107,679.97 ABDEL AAL RAGHEB COMPANY Palestinian Territory,Occupied Procurement of sheep 239,095.24 ABDEL AAL RAGHEB COMPANY Total 239,095.24 ABID HUSSAIN SHAH CORPORATION Pakistan Breeding Goats 7,865.05 Feeding Kit, Milking Kit & Milk Collection Unit 39,408.72 Milk Collection units 3,212.94 Seeds Silos 27,124.00 Seed Silos & Tool Kits 42,607.67 ABID HUSSAIN SHAH CORPORATION Total 120,218.38 ACADEV COMPANY LIMITED Ghana Constuction and rehabilitation works RAF 75,813.31 Constuction and rehabilitation works RAF 96,702.27 ACADEV COMPANY LIMITED Total 172,515.58 ACEA ENERGIA SPA Italy Electricity - Utilities 2,559,681.70 Electricity - Utilities
    [Show full text]
  • A Strategic Planning Framework for Arverne East
    Planning for a Resilient Rockaways: A Strategic Planning Framework for Arverne East Waterfront Solutions (NYU): Alda Chan, Sa Liu, Jon McGrath, Rossana Tudo, Kathleen Walczak Acknowledgements This project was made possible thanks to the support of many individuals and organizations. Waterfront Solutions would like to thank everyone at Rockaway Waterfront Alliance and NYU Wagner who contributed to this endeavor. We are grateful to a number of experts and individuals who provided participated in meetings and shared information to support this report. Thanks to Arjan Braamskamp and Robert Proos (Consulate General of the Netherlands in New York), David Bragdon (NYC Department of Parks and Recreation), John Boule, (Parsons Brinkerhoff), John Young and Barry Dinerstein (NYC Department of City Planning), Jonathan Gaska (Queens Community District 14); Gerry Romski (Arverne by the Sea), Michael Polo (NYC Department of Housing Preservation and Development), Ron Schiffman (Pratt Institute); Ron Moelis and Rick Gropper (L+M Development), and Steven Bluestone (The Bluestone Organization). We would like to express our gratitude towards Robert Balder (Cornell Architecture, Art and Planning) and Walter Meyer (Local Office Landscape) for their guidance and insight during the research process. Our sincere thanks to faculty advisors Michael Keane and Claire Weisz for their feedback and support throughout this process. Front and back cover photo credit: Joe Mabel Table of Contents Executive Summary.........................................................02
    [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]
  • Restoring Gulf Oyster Reefs: Opportunities for Innovation
    RESTORING GULF OYSTER REEFS June 2012 Opportunities for Innovation Shawn Stokes Susan Wunderink Marcy Lowe Gary Gereffi Restoring Gulf Oyster Reefs This research was prepared on behalf of Environmental Defense Fund: http://www.edf.org/home.cfm Acknowledgments – The authors are grateful for valuable information and feedback from Patrick Banks, Todd Barber, Dennis Barkmeyer, Larry Beggs, Karim Belhadjali, Anne Birch, Seth Blitch, Rob Brumbaugh, Mark Bryer, Russ Burke, Rob Cook, Jeff DeQuattro, Blake Dwoskin, John Eckhoff, John Foret, Sherwood Gagliano, Kyle Graham, Timm Kroeger, Ben LeBlanc, Romuald Lipcius, John Lopez, Gus Lorber, Tom Mohrman, Tyler Ortego, Charles Peterson, George Ragazzo, Edwin Reardon, Dave Schulte, Todd Swannack, Mike Turley, and Lexia Weaver. Many thanks also to Jackie Roberts for comments on early drafts. None of the opinions or comments expressed in this study are endorsed by the companies mentioned or individuals interviewed. Errors of fact or interpretation remain exclusively with the authors. We welcome comments and suggestions. The lead author can be contacted at: [email protected] List of Abbreviations BLS Bureau of Labor and Statistics COSEE Centers for Oceans Sciences Education Excellence CWPPRA Coastal Wetlands Planning Protection and Restoration Act DEP Department of Environmental Protection DMR Mississippi Department of Marine Resources DNR Louisiana Department of Natural Resources EPA Environmental Protection Agency FWS U.S. Fish and Wildlife Service NOAA National Oceanic and Atmospheric Administration NPCA National Precast Concrete Association NRDC Natural Resources Defense Council NSF National Science Foundation OBAR Oyster Break Artificial Reef OCPR Office of Coastal Protection and Restoration SBA Small Business Association TNC The Nature Conservancy TPWD Texas Parks and Wildlife Department USACE United States Army Corps of Engineers Cover Photo: © Erika Nortemann/The Nature Conservancy.
    [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]