The Coming Bay Area Earthquake
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Please Refrain from Wearing Scented Products (Perfume, Cologne
SAN FRANCISCO BAY AREA RAPID TRANSIT DISTRICT 300 Lakeside Drive, P. O. Box 12688, Oakland, CA 94604-2688 NOTICE OF MEETING AND AGENDA BOND OVERSIGHT COMMITTEE Wednesday, July 26, 2017 4:00 p.m. – 6:00 p.m. COMMITTEE MEMBERS: Marian Breitbart, Michael Day, Daren Gee, Christine D. Johnson, Michael McGill, Anu Natarajan, John Post Meeting of the Bond Oversight Committee on Wednesday, July 26, 2017, at 4:00 p.m. The Meeting will be held in the 1800 Conference Room, 300 Lakeside Dr., 18th Floor, Oakland, California. AGENDA 1. CALL TO ORDER A. Roll Call. 2. INTRODUCTION OF COMMITTEE MEMBERS 3. INTRODUCTION OF BART STAFF 4. COMMITTEE ROLE A. Controller-Treasurer’s Office is official point of contact for all matters B. Audio recording of meetings C. Meeting Agendas/Minutes D. Annual Report writing and approval process E. Request for photos and bio for website F. Clipper Card/Travel reimbursement G. Introduce process of selecting Committee Chair and Vice Chair 5. PRESENTATION: MEASURE RR OVERALL PROGRAM 6. PRESENTATION: STATUS OF BONDS SOLD 7. Q&A WITH STAFF 8. STAFF REQUEST TO PRESENT ASSET MANAGEMENT AT NEXT MEETING 9. SETTING NEXT MEETING DATE AND AGENDA 10. PUBLIC COMMENT Please refrain from wearing scented products (perfume, cologne, after-shave, etc.) to this meeting, as there may be people in attendance susceptible to environmental illnesses. BART provides services/accommodations upon request to persons with disabilities and individuals who are limited English proficient who wish to address BART Board matters. A request must be made within one and five days in advance of a Board or committee meeting, depending on the service requested. -
New Empirical Relationships Among Magnitude, Rupture Length, Rupture Width, Rupture Area, and Surface Displacement
Bulletin of the Seismological Society of America, Vol. 84, No. 4, pp. 974-1002, August 1994 New Empirical Relationships among Magnitude, Rupture Length, Rupture Width, Rupture Area, and Surface Displacement by Donald L. Wells and Kevin J. Coppersmith Abstract Source parameters for historical earthquakes worldwide are com piled to develop a series of empirical relationships among moment magnitude (M), surface rupture length, subsurface rupture length, downdip rupture width, rupture area, and maximum and average displacement per event. The resulting data base is a significant update of previous compilations and includes the ad ditional source parameters of seismic moment, moment magnitude, subsurface rupture length, downdip rupture width, and average surface displacement. Each source parameter is classified as reliable or unreliable, based on our evaluation of the accuracy of individual values. Only the reliable source parameters are used in the final analyses. In comparing source parameters, we note the fol lowing trends: (1) Generally, the length of rupture at the surface is equal to 75% of the subsurface rupture length; however, the ratio of surface rupture length to subsurface rupture length increases with magnitude; (2) the average surface dis placement per event is about one-half the maximum surface displacement per event; and (3) the average subsurface displacement on the fault plane is less than the maximum surface displacement but more than the average surface dis placement. Thus, for most earthquakes in this data base, slip on the fault plane at seismogenic depths is manifested by similar displacements at the surface. Log-linear regressions between earthquake magnitude and surface rupture length, subsurface rupture length, and rupture area are especially well correlated, show ing standard deviations of 0.25 to 0.35 magnitude units. -
WEST OAKLAND Community-Based Transportation Plan
WEST OAKLAND community-based transportation plan MAY 2006 prepared for ALAMEDA COUNTY CONGESTION MANAGEMENT AGENCY MOORE IACOFANO GOLTSMAN, INC. ELMWOOD CONSULTING HARLEY AND ASSOCIATES Acknowledgements Many voices and ideas coalesced to create this plan. Beyond that, there is shared hope, there is palatable resolve, and there are tangible plans and momentum for future on-the-ground improvements for West Oakland transportation. Thank you to all who came together in this important endeavor. May it yield real results soon and in the years to come. Project Team Diane Stark, Alameda County Congestion Management Agency (ACCMA) Therese Knudsen, MTC Gloria King, City of Oakland Margot Prado, City of Oakland Carolyn Verheyen, MIG Bruce Riordan, MIG Team, Elmwood Consulting Harley Goldstrom, MIG Team, Harley and Associates McClymonds High School Student Interns McClymonds High School Excel Academy o Principal: Mrs. Y. Reeves o Law and Government Teacher: Mrs. I. Bendich o Student Interns: Chiazo Onwuasoeze Jr. Danielle Henderson Devilla Ervin James Zeigler Kianna Reed Re'Sean Dunn T'Keyia Penick-Goodwin Technical Advisory Committee Tess Lengyel, ACTIA Nathan Landau, AC Transit Val Menotti, BART Jeff Ordway, BART Therese Knudsen, MTC Jason Patton, City of Oakland Joe Wang, City of Oakland Steve Gregory, Port of Oakland West Oakland Project Area Committee (WOPAC) Kiri Eschelle, Clawson/McClymonds/Bunche: Resident Owner Lawrence Rice, Hoover/West MacArthur: Resident Owner Stefanie Parrott, Prescott/South Prescott: Resident Owner Jabari Herbert, Clawson/McClymonds/Bunche: Resident Tenant William L. Wright Jr., Hoover/West MacArthur: Resident Tenant Joy Amao, Prescott/South Prescott: Resident Tenant Joseph Hurwich, Clawson/McClymonds/Bunche Business Owner: P&C Pacific Bakeries Virian Bouze, Hoover/W. -
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. -
Paper Number 064
Improving the Seismic Resilience of Lifeline Tunnels V.S. Romero Jacobs Associates, Auckland, New Zealand. R.J. Caulfield Jacobs Associates, San Francisco, California, USA. 2012 NZSEE Conference ABSTRACT: Earthquakes subject tunnel linings to transient strains due to ground shaking, and can cause localized permanent strains in zones of fault rupture. These issues are discussed with respect to seismic analyses and design strategies. Most underground structures are flexible in relation to the ground, and these structures will be subject to the same strains as the ground in which they are embedded, yet such strains often do not drive structural design. However, without design detailing to create strain compatibility, large changes in structural flexibility can create undesirable changes in strain due to seismic shaking. Similarly, while it is impossible to design a tunnel lining to resist discrete fault movement, measures can be taken to minimize damage and facilitate repair following a major earthquake. Two case histories illustrate these concepts: (1) the Bay Tunnel in Santa Clara County, California, a new water supply tunnel in soft ground near active faults and subject to severe seismic shaking; and (2) the Claremont Tunnel Seismic Upgrade in Berkeley, California, retrofit of a water supply tunnel crossing an active fault. 1 PERFORMANCE OF TUNNEL STRUCTURES IN EARTHQUAKES Earthquakes impart additional incremental loads on tunnel support, subject tunnel linings to transient strains due to ground shaking, and can cause localized permanent strains in zones of fault rupture. Therefore, the three fundamental seismic design considerations for tunnels involve: (1) the additional seismic load imposed on the tunnel support; (2) the ground strains induced by seismic wave propagation; and (3) the localized displacements induced by fault rupture. -
After Action Report
CORE Citywide Emergency Response Functional Exercise Saturday, April 28, 2012 After Action Report FINAL CORE Citywide Emergency Response Functional Exercise Page 1 Saturday, April 28,2012 After Action Report CORE Citywide Emergency Response Functional Exercise Page 2 Saturday, April 28,2012 After Action Report ACKNOWLEDGEMENTS Thank you to the following individuals whose enthusiasm and dedication to emergency preparedness helped to make the CORE Citywide Emergency Response Functional Exercise a successful event: Oakland City Council Members & Staff Amateur Radio Emergency Service (ARES) Jean Quan, Mayor Jim Duarte, N6SSB, Oakland-Piedmont ARES Jane Brunner, District 1 Coordinator Patricia Kernighan, District 2 David Otey, Net Control Nancy Nadel, District 3 Leonard Ash Gilbert Gin Libby Schaaf, District 4 Per Brashers Cali James Ignacio De La Fuente, District 5 Mike Calvillo Peter Strauss Desley Brooks, District 6 Cass Carrigan Tom Taselaar Larry Reid, District 7 Michael Curry Rebecca Kaplan, At Large Voiceover Artist for Exercise Scenario Oakland Fire Department Sara Wynne Fire Chief Teresa Deloach Reed Deputy Chief Mark Hoffmann Exercise Coaches Deputy Chief James Williams Bob Anderson Jana Rollo-Fennick Battalion Chief Lisa Baker Ed Ono Steve Steinhour Donna Hom, Chief Financial Officer Grace Chiu Oakland Fire Department, Volunteer Victims Office of Emergency Services (OES) Jaya Blakely Jesus Ramirez Renee Domingo, OES Manager Scott Braley Niviece Robinson Cathey Eide, Assistant OES Manager Sherry Flores Gil Sillins Kaity Johnson, -
Geodetic Constraints on San Francisco Bay Area Fault Slip Rates and Potential Seismogenic Asperities on the Partially Creeping Hayward Fault Eileen L
Masthead Logo Smith ScholarWorks Geosciences: Faculty Publications Geosciences 3-2012 Geodetic Constraints on San Francisco Bay Area Fault Slip Rates and Potential Seismogenic Asperities on the Partially Creeping Hayward Fault Eileen L. Evans Harvard University John P. Loveless Harvard University, [email protected] Brendan J. Meade Harvard University Follow this and additional works at: https://scholarworks.smith.edu/geo_facpubs Part of the Geology Commons Recommended Citation Evans, Eileen L.; Loveless, John P.; and Meade, Brendan J., "Geodetic Constraints on San Francisco Bay Area Fault Slip Rates and Potential Seismogenic Asperities on the Partially Creeping Hayward Fault" (2012). Geosciences: Faculty Publications, Smith College, Northampton, MA. https://scholarworks.smith.edu/geo_facpubs/21 This Article has been accepted for inclusion in Geosciences: Faculty Publications by an authorized administrator of Smith ScholarWorks. For more information, please contact [email protected] JOURNAL OF GEOPHYSICAL RESEARCH, VOL. 117, B03410, doi:10.1029/2011JB008398, 2012 Geodetic constraints on San Francisco Bay Area fault slip rates and potential seismogenic asperities on the partially creeping Hayward fault Eileen L. Evans,1 John P. Loveless,1,2 and Brendan J. Meade1 Received 28 March 2011; revised 17 November 2011; accepted 31 January 2012; published 31 March 2012. [1] The Hayward fault in the San Francisco Bay Area (SFBA) is sometimes considered unusual among continental faults for exhibiting significant aseismic creep during the interseismic phase of the seismic cycle while also generating sufficient elastic strain to produce major earthquakes. Imaging the spatial variation in interseismic fault creep on the Hayward fault is complicated because of the interseismic strain accumulation associated with nearby faults in the SFBA, where the relative motion between the Pacific plate and the Sierra block is partitioned across closely spaced subparallel faults. -
2935 TELEGRAPH AVENUE (COURTHOUSE CONDOMINIUMS) Draft Environmental Impact Report
2935 TELEGRAPH AVENUE (COURTHOUSE CONDOMINIUMS) Draft Environmental Impact Report Prepared for: March 19, 2007 City of Oakland 2935 TELEGRAPH AVENUE (COURTHOUSE CONDOMINIUMS) Draft Environmental Impact Report Prepared for: March 19, 2007 City of Oakland 225 Bush Street Suite 1700 San Francisco, CA 94104 415.896.5900 www.esassoc.com Los Angeles Oakland Orlando Petaluma Portland Sacramento Seattle Tampa 206145 TABLE OF CONTENTS 2935 Telegraph Avenue (Courthouse Condominiums) Project Draft Environmental Impact Report Page I. Summary I-1 II. Project Description II-1 A. Site Location and Project Characteristics II-1 B. Project Objectives II-10 C. Discretionary Actions and Other Planning Considerations II-10 III. Environmental Setting, Impacts, and Mitigation Measures III-1 A. Historic Resources III.A-1 B. Transportation, Circulation, and Parking III.B-1 IV. Alternatives IV-1 A. Criteria for Selecting Alternatives IV-1 B. Alternatives Selected for Consideration IV-2 C. Description and Analysis of Alternatives IV-2 D. Environmentally Superior Alternative IV-17 V. Impact Overview V-1 A. Significant, Unavoidable Environmental Impacts V-1 B. Cumulative Impacts V-1 C. Growth-Inducing Impacts V-2 VI. Responses to Comments Received During EIR Scoping VI-1 A. EIR Scoping Hearing Comments and Responses VI-1 B. NOP Comments and Responses VI-4 VII. Report Preparation VII-1 VIII. Appendices VIII-1 A. NOP and Initial Study B. NOP Comment Letters C. OCHS Historic Resource Inventory and Research Forms D. Evaluation of Telegraph Avenue Bus Rapid Transit 2935 -
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. -
AQ Conformity Amended PBA 2040 Supplemental Report Mar.2018
TRANSPORTATION-AIR QUALITY CONFORMITY ANALYSIS FINAL SUPPLEMENTAL REPORT Metropolitan Transportation Commission Association of Bay Area Governments MARCH 2018 Metropolitan Transportation Commission Jake Mackenzie, Chair Dorene M. Giacopini Julie Pierce Sonoma County and Cities U.S. Department of Transportation Association of Bay Area Governments Scott Haggerty, Vice Chair Federal D. Glover Alameda County Contra Costa County Bijan Sartipi California State Alicia C. Aguirre Anne W. Halsted Transportation Agency Cities of San Mateo County San Francisco Bay Conservation and Development Commission Libby Schaaf Tom Azumbrado Oakland Mayor’s Appointee U.S. Department of Housing Nick Josefowitz and Urban Development San Francisco Mayor’s Appointee Warren Slocum San Mateo County Jeannie Bruins Jane Kim Cities of Santa Clara County City and County of San Francisco James P. Spering Solano County and Cities Damon Connolly Sam Liccardo Marin County and Cities San Jose Mayor’s Appointee Amy R. Worth Cities of Contra Costa County Dave Cortese Alfredo Pedroza Santa Clara County Napa County and Cities Carol Dutra-Vernaci Cities of Alameda County Association of Bay Area Governments Supervisor David Rabbit Supervisor David Cortese Councilmember Pradeep Gupta ABAG President Santa Clara City of South San Francisco / County of Sonoma San Mateo Supervisor Erin Hannigan Mayor Greg Scharff Solano Mayor Liz Gibbons ABAG Vice President City of Campbell / Santa Clara City of Palo Alto Representatives From Mayor Len Augustine Cities in Each County City of Vacaville -
JONATHAN DONALD BRAY Faculty Chair in Earthquake Engineering Excellence Professor of Geotechnical Engineering University of California at Berkeley
JONATHAN DONALD BRAY Faculty Chair in Earthquake Engineering Excellence Professor of Geotechnical Engineering University of California at Berkeley Office Address: Department of Civil and Environmental Engineering 453 Davis Hall, MC-1710 University of California Berkeley, CA 94720-1710 Office Phone: (510) 642-9843 Cell Phone: (925) 212-7842 E-Mail: [email protected] EDUCATION UNIVERSITY OF CALIFORNIA, Berkeley, California Ph.D. in Geotechnical Engineering, 1990 STANFORD UNIVERSITY, Palo Alto, California M.S. in Structural Engineering, 1981 UNITED STATES MILITARY ACADEMY, West Point, New York B.S., 1980 AWARDS AND HONORS National Academy of Engineering, elected in 2015. Mueser Rutledge Lecture, American Society of Civil Engineers Metropolitan Section, New York, 2014 Ralph B. Peck Award, American Society of Civil Engineers, 2013 Fulbright Award, U.S. Fulbright Scholarship to New Zealand, 2013 William B. Joyner Lecture Award, Seismological Society of America & Earthquake Engineering Research Institute, 2012 Erskine Fellow, University of Canterbury, Christchurch, New Zealand, 2012 Thomas A. Middlebrooks Award, American Society of Civil Engineers, 2010 Fellow, American Society of Civil Engineers, 2006 Shamsher Prakash Research Award, Shamsher Prakash Foundation, 1999 Walter L. Huber Civil Engineering Research Prize, American Society of Civil Engineers, 1997 American Society of Civil Engineers Technical Council on Forensic Engineering Outstanding Paper Award, 1995 North American Geosynthetics Society - State of the Practice Award of Excellence, 1995 North American Geosynthetics Society - Geotechnical Engineering Technology Award of Excellence, 1993 David and Lucile Packard Foundation Fellowship for Science and Engineering, 1992-1997 Presidential Young Investigator Award, National Science Foundation, 1991-1996 American Society of Civil Engineers Trent R. Dames and William W. -
Gregory C. Beroza Department of Geophysics, 397 Panama Mall, Stanford, CA, 94305-2215 Phone: (650)723-4958 Fax: (650)725-7344 E-Mail: [email protected]
Gregory C. Beroza Department of Geophysics, 397 Panama Mall, Stanford, CA, 94305-2215 Phone: (650)723-4958 Fax: (650)725-7344 E-Mail: [email protected] Positions • Wayne Loel Professor of Earth Sciences, Stanford University 2008-present • Professor of Geophysics, Stanford University 2003-present • Associate Professor of Geophysics, Stanford University 1994-2003 • Assistant Professor of Geophysics, Stanford University 1990-1994 • Postdoctoral Associate, Massachusetts Institute of Technology 1989-1990 Education Ph.D. Geophysics, Massachusetts Institute of Technology 1989 B.S. Earth Sciences, University of California at Santa Cruz 1982 Honors and Awards • Lawson Lecturer, University of California Berkeley 2015 • Beno Gutenberg Medal, European Geosciences Union 2014 • Citation, Geophysical Research Letters, 40th Anniversary Collection 2014 • IRIS/SSA Distinguished Lecturer 2012 • RIT Distinguished Lecturer 2011 • Wayne Loel Professor of Earth Sciences 2009 • Brinson Lecturer, Carnegie Institute of Washington 2008 • Fellow, American Geophysical Union 2008 • NSF Presidential Young Investigator Award 1991 • NSF Graduate Fellowship 1983 • ARCS Foundation Scholarship 1983 • UCSC Chancellor’s Award for Undergraduates 1983 • Outstanding Undergraduate in Earth Science 1983 • Highest Honors in the Major 1982 • Undergraduate Thesis Honors 1982 Recent Professional Activities • Associate Editor, Science Advances 2016-present • AGU Seismology Section President 2015-present • IRIS Industry Working Group 2015-present Gregory C. Beroza Page 2 • Co-Director,