The Race to Seismic Safety Protecting California’S Transportation System
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MARITIME OFF-RAMP He 2,356’ Long "Maritime Off- Ramp” Is One of Seven Bridge Tcontracts in California’S I-880 Replacement Project
Prize Bridge Award:Grade Seperation MARITIME OFF-RAMP he 2,356’ long "Maritime Off- Ramp” is one of seven bridge Tcontracts in California’s I-880 Replacement Project. The Maritime Off-Ramp replaced a concrete struc- ture on Cypress Street (now named the Nelson Mandela Parkway) in Oakland. The “Maritime Off-Ramp,” also known as the Horseshoe Line or “HS” Line because of its 250’ radius horseshoe shape, is an orthotropic steel bridge. The remainder of the bridges in the project are steel plate girder bridges with concrete decks or post-tensioned cast-in-place con- crete. The “HS” Line becomes California’s sixth orthotropic bridge.Loma Prieta Earthquake On October 17, 1989, the Loma Prieta earthquake (magnitude 7.1) occurred near Oakland and San Francisco, California. The I-880 Cypress Street Viaduct, a two-level reinforced concrete structure com- pleted in 1957 carried I-880 freeway traffic through downtown Oakland. The upper roadway collapsed result- ing in 41 deaths and 108 injuries. A portion of the roadway between 7th and 34th streets was removed due to the damage. I-880 is a critical interstate free- way connecting San Jose and the East Bay Area to San Francisco, Sacramento and the Sierra Nevada. The I-880 Freeway Viaduct was a section of I-880 that carried between 140,000 and 160,000 vehicles per day and provided for eight lanes of mixed-flow traffic. THE I-880 REPLACEMENT PROJECT The I-880 Replacement Project was designed and then built in seven separate construction contracts to avoid impacting traffic in this impor- tant transportation corridor. -
20-4 Seismic Retrofit Guidelines for Bridges in California (PDF)
MEMO TO DESIGNERS 20-4 • JUNE 2016 LRFD 20-4 SEISMIC RETROFIT GUIDELINES FOR BRIDGES IN CALIFORNIA Introduction Caltrans Memo to Designers (MTD) 20-4 describes policies and procedures for the seismic retroft of California’s bridges.1 Caltrans, Bridge Design Aids (BDA) 14-5 and Bridge Standard XS Detail Sheets Section 7 include common retrofts that can be used by designers. The Federal Highway Administration has published a bridge retroftting manual (Buckle, 2006), with examples of common retrofts. This manual is a useful reference, however the specifcations and details are not approved by Caltrans. While MTD 20-4 is intended to provide guidelines for retroftting existing structures, it is not possible to anticipate every situation that may be encountered. It is the designer’s responsibility to accurately assess the performance of the existing structure, to show a collapse mechanism if it exists, and to develop retroft strategies that ensure the structure meets the no collapse performance standard. Expected Performance The primary performance standard for retroftting bridges is to prevent the structure from reaching the collapse limit state2 for the Design Earthquake3 . The goal of this “No Collapse” performance standard is to protect human life and there are no serviceability expectations for retroftted bridges. An acceptable determination of collapse is captured through an analysis of the bridge model subject to the Design Earthquake. However, determining collapse is different than simply determining that demand exceeds capacity. First of all, capacity is more conservatively 1. This memo is intended to apply to Ordinary Standard state and local bridges. In cases where this memo does not apply, the designer is referred to MTD 20-1 and 20-11. -
Changes in Geyser Eruption Behavior and Remotely Triggered Seismicity in Yellowstone National Park Produced by the 2002 M 7.9 Denali Fault Earthquake, Alaska
Changes in geyser eruption behavior and remotely triggered seismicity in Yellowstone National Park produced by the 2002 M 7.9 Denali fault earthquake, Alaska S. Husen* Department of Geology and Geophysics, University of Utah, Salt Lake City, Utah 84112, USA R. Taylor National Park Service, Yellowstone Center for Resources, Yellowstone National Park, Wyoming 82190, USA R.B. Smith Department of Geology and Geophysics, University of Utah, Salt Lake City, Utah 84112, USA H. Healser National Park Service, Yellowstone Center for Resources, Yellowstone National Park, Wyoming 82190, USA ABSTRACT STUDY AREA Following the 2002 M 7.9 Denali fault earthquake, clear changes in geyser activity and The Yellowstone volcanic field, Wyoming, a series of local earthquake swarms were observed in the Yellowstone National Park area, centered in Yellowstone National Park (here- despite the large distance of 3100 km from the epicenter. Several geysers altered their after called ‘‘Yellowstone’’), is one of the larg- eruption frequency within hours after the arrival of large-amplitude surface waves from est silicic volcanic systems in the world the Denali fault earthquake. In addition, earthquake swarms occurred close to major (Christiansen, 2001; Smith and Siegel, 2000). geyser basins. These swarms were unusual compared to past seismicity in that they oc- Three major caldera-forming eruptions oc- curred simultaneously at different geyser basins. We interpret these observations as being curred within the past 2 m.y., the most recent induced by dynamic stresses associated with the arrival of large-amplitude surface waves. 0.6 m.y. ago. The current Yellowstone caldera We suggest that in a hydrothermal system dynamic stresses can locally alter permeability spans 75 km by 45 km (Fig. -
The Race to Seismic Safety Protecting California’S Transportation System
THE RACE TO SEISMIC SAFETY PROTECTING CALIFORNIA’S TRANSPORTATION SYSTEM Submitted to the Director, California Department of Transportation by the Caltrans Seismic Advisory Board Joseph Penzien, Chairman December 2003 The Board of Inquiry has identified three essential challenges that must be addressed by the citizens of California, if they expect a future adequately safe from earthquakes: 1. Ensure that earthquake risks posed by new construction are acceptable. 2. Identify and correct unacceptable seismic safety conditions in existing structures. 3. Develop and implement actions that foster the rapid, effective, and economic response to and recovery from damaging earthquakes. Competing Against Time Governor’s Board of Inquiry on the 1989 Loma Prieta Earthquake It is the policy of the State of California that seismic safety shall be given priority consideration in the allo- cation of resources for transportation construction projects, and in the design and construction of all state structures, including transportation structures and public buildings. Governor George Deukmejian Executive Order D-86-90, June 2, 1990 The safety of every Californian, as well as the economy of our state, dictates that our highway system be seismically sound. That is why I have assigned top priority to seismic retrofit projects ahead of all other highway spending. Governor Pete Wilson Remarks on opening of the repaired Santa Monica Freeway damaged in the 1994 Northridge earthquake, April 11, 1994 The Seismic Advisory Board believes that the issues of seismic safety and performance of the state’s bridges require Legislative direction that is not subject to administrative change. The risk is not in doubt. Engineering, common sense, and knowledge from prior earthquakes tells us that the consequences of the 1989 and 1994 earthquakes, as devastating as they were, were small when compared to what is likely when a large earthquake strikes directly under an urban area, not at its periphery. -
Geo-Information for Snow Avalanche Hazard
Volume 5, Number 1, June 2007 This issue of Panel Update Volume 3 Number 1 marks the beginning of our fifth year of circulating our bimonthly eNewsletter to share Panel activities with its members. Our June issues highlight the Panel’s recently conducted technical site visits. These site visits followed the Panel’s three day Technical Meetings of 14-16 May 2007 in Tsukuba. Proceedings of the Panel on Wind and Seismic Effects will be published in the fall and circulated to all Panel members and manuscript authors. HIGHLIGHTS - TECHNICAL SITE VISITS 39TH MEETING OF THE US-JAPAN PANEL ON WIND AND SEISMIC EFFECTS 17-19 MAY 2007 1. Tokyo Metropolitan Expressway Route The Metropolitan Expressway Company Limited, a privatized organization in 2005, is responsible for design, construction and management of Tokyo’s Metropolitan Expressway. The delegation was briefed on investigation and techniques used to repair fatigue cracks in expressway steel bridge piers and orthotropic steel decks. Fatigue cracks are detected by magnetic particle testing procedure. Of 2011 piers tested, 566 had fatigue cracks. As temporary measure, holes are drilled at each end of the crack to prevent propagation of cracks that allowed traffic flow until permanent repairs. Monitoring is performed following a five year inspection plan. When visual inspection identifies serious cracks, annual inspections are performed for those selected fatigue cracks. Modern Tokyo transportation relies on multiple highways that overlay the extinct canals and waterway systems of near the end of the Edo period (1603 – 1868). The delegation visited the Ohashi Junction of the Central Circular Shinjuku Route under construction designed to allow vehicles to pass through the central part of Tokyo by avoiding surface traffic congestion. -
Scale and Complexity in the Seismic Retrofit of California Bridges Benjamin Sims Introduction Infr
Seismic Shifts and Retrofits: Scale and Complexity in the Seismic Retrofit of California Bridges Benjamin Sims Introduction Infrastructure systems play a crucial role in the relationship between humans and the natural world, in part because they are the only human technological systems built on a large enough scale to have geophysical relevance (Edwards 2003). Many of the chapters in this book focus on infrastructure retrofit as a means to reduce human impact on the environment. This chapter instead focuses on retrofit to protect human beings from their environment: specifically, seismic retrofit of bridges to prevent them from collapsing in earthquakes. Although the impetus for retrofit may differ, the program discussed here raises many issues that are likely to be relevant for any kind of large-scale retrofit program that impacts urban settings. In particular, it provides examples of the complexities that arise in implementing a systemic retrofit program (May et al. 2013). This kind of systemic effort can be particularly complex because of the tension between global and local aspects of retrofit. At a global level, such a program must attend to the factors that sustain a systemic effort, such as engineering standards, funding sources, and political support. At a local level, each individual retrofit project has the potential to become entangled in localized contingencies of communities and the built environment. This paper examines the characteristics of infrastructure that play into this global-local tension, the processes by which changes in sociotechnical systems become mobilized as worrisome problems, and the resulting practices of infrastructure repair, of which retrofit is one variety. -
Lessons Learned from Oil Pipeline Natech Accidents and Recommendations for Natech Scenario Development
Lessons learned from oil pipeline natech accidents and recommendations for natech scenario development Final Report Serkan Girgin, Elisabeth Krausmann 2015 Report EUR 26913 EN European Commission Joint Research Centre Institute for the Protection and Security of the Citizen Contact information Elisabeth Krausmann Address: Joint Research Centre, Via E. Fermi 2749, 21027 Ispra (VA), Italy E-mail: [email protected] https://ec.europa.eu/jrc Legal Notice This publication is a Science and Policy Report by the Joint Research Centre, the European Commission’s in-house science service. It aims to provide evidence-based scientific support to the European policy-making process. The scientific output expressed does not imply a policy position of the European Commission. Neither the European Commission nor any person acting on behalf of the Commission is responsible for the use which might be made of this publication. Image credits: Trans-Alaska Pipeline on slider supports at the Denali Fault crossing: ©T Dawson, USGS JRC92700 EUR 26913 EN ISBN 978-92-79-43970-4 ISSN 1831-9424 doi:10.2788/20737 Luxembourg: Publications Office of the European Union, 2015 © European Union, 2015 Reproduction is authorised provided the source is acknowledged. Abstract Natural hazards can impact oil transmission pipelines with potentially adverse consequences on the population and the environment. They can also cause significant economic impacts to pipeline operators. Currently, there is only limited historical information available on the dynamics of natural hazard impact on pipelines and Action A6 of the EPCIP 2012 Programme aimed at shedding light on this issue. This report presents the findings of the second year of the study that focused on the analysis of onshore hazardous liquid transmission pipeline natechs, with special emphasis on natural hazard impact and damage modes, incident consequences, and lessons learned for scenario building. -
UCLA UCLA Electronic Theses and Dissertations
UCLA UCLA Electronic Theses and Dissertations Title An Improved Framework for the Analysis and Dissemination of Seismic Site Characterization Data at Varying Resolutions Permalink https://escholarship.org/uc/item/6p35w167 Author Ahdi, Sean Kamran Publication Date 2018 Supplemental Material https://escholarship.org/uc/item/6p35w167#supplemental Peer reviewed|Thesis/dissertation eScholarship.org Powered by the California Digital Library University of California UNIVERSITY OF CALIFORNIA Los Angeles An Improved Framework for the Analysis and Dissemination of Seismic Site Characterization Data at Varying Resolutions A dissertation submitted in partial satisfaction of the requirements for the degree Doctor of Philosophy in Civil Engineering by Sean Kamran Ahdi 2018 © Copyright by Sean Kamran Ahdi 2018 ABSTRACT OF THE DISSERTATION An Improved Framework for the Analysis and Dissemination of Seismic Site Characterization Data at Varying Resolutions by Sean Kamran Ahdi Doctor of Philosophy in Civil Engineering University of California, Los Angeles, 2018 Professor Jonathan Paul Stewart, Chair The most commonly used parameter for representing site conditions for ground motion studies is the time-averaged shear-wave velocity in the upper 30 m, or VS30. While it is preferred to compute VS30 from a directly measured shear-wave velocity (VS) profile using in situ geophysical methods, this information is not always available. One major application of VS30 is the development of ergodic site amplification models, for example as part of ground motion model (GMM) development projects, which require VS30 values for all sites. The first part of this dissertation (Chapters 2-4) addresses the development of proxy-based models for estimation of VS30 for application in subduction zone regions. -
The Role of Public Universities As Interest Groups
THE ROLE OF PUBLIC UNIVERSITIES AS INTEREST GROUPS IN THE UNITED STATES by Ngo Tu Thanh (Frank Tu) A thesis submitted in partial fulfillment of the requirements for the degree of M.A. in Political Science The Department of Political Science Central European University Budapest, Hungary CEU eTD Collection June 2019 Supervisor: Anil Duman © 2020 CEU eTD Collection NGO TU THANH (Frank Tu) ALL RIGHTS RESERVED ii ABSTRACT Ngo Tu Thanh (Frank Tu) THE ROLE OF PUBLIC UNIVERSITIES AS INTEREST GROUPS IN THE UNITED STATES Under the direction of Anil Duman The University of California (UC), the California State University (CSU), and the California Community Colleges (CCC) used to receive approximately the same amount of state funding prior to 1988. However, in recent decades, California has adopted numerous policies that favor the CCC. Predicated upon this empirical observation, this thesis argues that the three systems act as interest groups, lobbying for state funding, and the CCC is the most effective, despite being the larger group. This observation contradicts with Olson’s (1965) “group-size paradox” and poses a theoretical puzzle: “Why are the California community colleges more influential in lobbying despite the collective action problems it may face as a larger group?”. Existing theories suggest three potential answers for this puzzle: 1) types of interest, be it public or private, 2) degree of conflict, and 3) public opinion. By conducting content analyses of secondary sources, this thesis finds that the CCC’s goal is to ensure the affordability of higher education, while the UC seeks to preserve its own reputation and quality at the expense of universal access to and affordability of higher education. -
The Highway Starts at Home
UC Berkeley Charlene Conrad Liebau Library Prize for Undergraduate Research Title Housewives Save the City from the "Cement Octopus"! Women's Activism in the San Francisco Freeway Revolts, 1955-1967 Permalink https://escholarship.org/uc/item/36s587v3 Author Germain, Justin Publication Date 2017-04-01 Undergraduate eScholarship.org Powered by the California Digital Library University of California Housewives Save the City from the “Cement Octopus”! Women’s Activism in the San Francisco Freeway Revolts, 1955 - 1967 by Justin Matthew Germain A Thesis Submitted in Partial Fulfillment of the Bachelor of Arts Requirements in History, the University of California, Berkeley December 2nd, 2016 101 Advisor: Peter Sahlins Academic Advisor: David Henkin 1 Table of Contents Acknowledgments........................................................................................................................... 3 List of Figures ................................................................................................................................. 4 Introduction ..................................................................................................................................... 5 Part 1: Men, Women, and Space ................................................................................................... 12 Postwar Plans for Prosperity .................................................................................................... 12 Masculinity and the Downtown ................................................................................................ -
Breaking the Bank Primary Campaign Spending for Governor Since 1978
Breaking the Bank Primary Campaign Spending for Governor since 1978 California Fair Political Practices Commission • September 2010 Breaking the Bank a report by the California Fair Political Practices Commission September 2010 California Fair Political Practices Commission 428 J Street, Suite 620 Sacramento, CA 95814 Table of Contents Executive Summary 3 Introduction 5 Cost-per-Vote Chart 8 Primary Election Comparisons 10 1978 Gubernatorial Primary Election 11 1982 Gubernatorial Primary Election 13 1986 Gubernatorial Primary Election 15 1990 Gubernatorial Primary Election 16 1994 Gubernatorial Primary Election 18 1998 Gubernatorial Primary Election 20 2002 Gubernatorial Primary Election 22 2006 Gubernatorial Primary Election 24 2010 Gubernatorial Primary Election 26 Methodology 28 Appendix 29 Executive Summary s candidates prepare for the traditional general election campaign kickoff, it is clear Athat the 2010 campaign will shatter all previous records for political spending. While it is not possible to predict how much money will be spent between now and November 2, it may be useful to compare the levels of spending in this year’s primary campaign with that of previous election cycles. In this report, “Breaking the Bank,” staff of the Fair Political Practices Commission determined the spending of each candidate in every California gubernatorial primary since 1978 and calculated the actual spending per vote cast—in 2010 dollars—as candidates sought their party’s nomination. The conclusion: over time, gubernatorial primary elections have become more costly and fewer people turnout at the polls. But that only scratches the surface of what has happened since 19781. Other highlights of the report include: Since 1998, the rise of the self-funded candidate has dramatically increased the cost of running for governor in California. -
An Introduction to Earthquakes
AN INTRODUCTION TO EARTHQUAKES By Tom Irvine Email: [email protected] July 20, 2000 _______________________________________________________________________ TECTONIC PLATES The Earth is composed of a number of layers. The center of the Earth is the solid core, made of solid nickel and iron. A liquid core, consisting of molten nickel and iron, envelops the solid core. The next layer is the mantle, composed of melted rock in a viscous but dense form. The mantle itself is subdivided into several layers. The asthenosphere is a somewhat plastic layer of the mantle. It is soft and partially molten. The next layer outward is the lithosphere, which is hard and rigid. The Earth's crust is the outermost part of this lithosphere. The crust is a rocky shell. Some five billion years ago, the Earth consisted of hot gases. These gases cooled into the dense liquid and solid layers mentioned above. The lithosphere itself cracked like an eggshell. Its crustal surface split into seven large and twelve small plates, each with ragged edges. These tectonic plates "float" on the underlying mantle layers, which are soft and molten. The plates gradually move relative to one another. This motion is driven by lava flows which are continually upwelling at submerged midoceanic ridges. These ridges are called "spreading zones." New sea floor is created as this lava cools. Older portions of the sea floor are pushed outward in a sort of conveyor belt effect. Neighboring plates accumulate strain energy at the their boundaries due to frictional effects. The sudden release of this energy results in an earthquake. Most earthquakes occur at or near plate boundaries.