Annual Privatization Report 2009
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
2006 EXECUTIVE COMMITTEE Kenneth J
2006 EXECUTIVE COMMITTEE Kenneth J. Wright, PE Thomas G. Leech, PE, SE HDR Engineering, Inc. Gannett Fleming, Inc. General Chair Magazine Chair M. Myint Lwin, PE, SE Herbert M. Mandel, PE Federal Highway GAI Consultants, Inc. Administration Technical Program Chair Matthew P. McTish, PE McTish, Kunkel & Associates Al M. Ahmed, PE Exhibits Chair A&A Consultants Inc. Gerald Pitzer, PE Michael J. Alterio GAI Consultants, Inc. Alpha Structures Inc. Gary Runco, PE Carl Angeloff, PE Paul C. Rizzo Associates, Inc. Bayer MaterialScience, LLC Seminars Chair Awards Chair Helena Russell Victor E. Bertolina, PE Bridge, design & engineering SAI Consulting Engineers Awards – Vice Chair Budget Chair Louis J. Ruzzi, PE Enrico T. Bruschi, PE Pennsylvania Department DMJM Harris of Transportation Jeffrey J. Campbell, PE Thomas J. Vena, PE Michael Baker, Jr., Inc. Allegheny County Department of Public Works Richard Connors, PE, PMP McCormick Taylor, Inc. Lisle E. Williams, PE, PLS Rules Chair DMJM Harris Attendance & Co-Sponsors James D. Dwyer Chair STV, Inc. Emeritus Committee Gary L. Graham, PE Members Pennsylvania Turnpike Joel Abrams, PhD Commission Consultant Kent A. Harries, PhD, PEng Reidar Bjorhovde, PhD University of Pittsburgh The Bjorhovde Group Student Awards Chair Steven Fenves, PhD Donald W. Herbert, PE NIST Pennsylvania Department of Transportation Arthur W. Hedgren, Jr., PhD, PE Donald Killmeyer, Jr., PE Consultant ms consultants, inc. Tour Chair John F. Graham, Jr., PE Graham Consulting Inc. Eric S. Kline KTA-Tator, Inc. Keynote & Special Interest Session Chair ADVANCING BRIDGE TECHNOLOGY GLOBALLY ○○○○○○ ○○○○○○○○○○○○○○○○○○○○○○○○ 1 2006 CHAIRMAN’S MESSAGE Kenneth J. Wright, PE HDR Engineering, Inc. 2006 IBC General Chairman As this year’s General Chairman, I am pleased to wel- come you to the 2006 International Bridge Conference in Pittsburgh, the “City of Bridges”. -
February 2015 Issue
PAGE 1 JANUARY 2015 GrapeVine RIDGE MEADOWS SENIORS SOCIETY– MAPLE RIDGE & PITT MEADOWS February 2015 Issue Photo Maple Ridge Seniors Activity Centre Pitt Meadows Seniors Centre 12150 224th Street 19065 119B Ave Maple Ridge, BC V2X 3N8 Pitt Meadows, BC V3Y 0E6 604-467-4993 604-457-4771 RMSS- Maple Ridge, 12150 224th www.rmssseniors.orgStreet Maple Ridge BC V2X 3N8 Tel. (604)467-4993 Web: www.rmssseniors.org RMSS- Pitt Meadows, 19065 119B Ave Pitt Meadows BC V3Y 1XK Tel. (604)457-4771 PAGE 2 JANUARY 2015 BUS TRIPS Chinese New Year St Patrick's Day Parade & Pub Lunch February 22nd- $79 March 15 -$79 The exciting, fun-filled event The 11th Anniversary St. Patrick’s features lion dances, marching Day Parade draws people from all bands, parade floats, martial arts cultures, backgrounds, performances, cultural dance ages and all walks of life to this troupes, firecrackers, and more. colourful (very green) display of The parade includes over 3,000 fabulous sight and sounds. people from various cultural and community groups in Vancouver, Enjoy a traditional pub lunch at and also features the largest Steamworks Brew Pub in Gastown congregation of lion dance teams and visit the Celtic Village and Street in Canada. The colourful and ener- Market in Robson getic lions are just one of the many Square for a dizzying array of Celtic highlights of the parade each year treasures and the works of gifted attracting more than 50,000 s artisans. Friends and pectators annually. Experience families can gather and wander, authentic Chinese multi course soaking in that special Celtic feeling lunch at the very popular restau- with music, fun and frolic, food -- rant Peaceful Restaurant recently and shopping! featured on the Food Network's Pitt Meadows, 9:15am - 4:15pm. -
East-West Lower Mainland Routes
Commercial Vehicle Safety and Enforcement EAST-WEST OVERHEIGHT CORRIDORS IN THE LOWER MAINLAND East-west Lower Mainland Routes for overall heights greater than 4.3 m up to 4.88 m Note that permits from the Provincial Permit Centre, including Form CVSE1010, are for travel on provincial roads. Transporters must contact individual municipalities for routing and authorizations within municipal jurisdictions. ROUTE A: TSAWWASSEN ↔ HOPE Map shows Route A Eastbound EASTBOUND Over 4.3 m: Tsawwassen Ferry Terminal, Highway 17, Highway 91 Connector, Nordel Way, Highway 91, Highway 10, Langley Bypass, Highway 1A (Fraser Highway), turn right on Highway 13 (264 Street), turn left on 8 Avenue (Vye Road), turn left on Highway 11 and enter Highway 1 (see * and **), continue on Highway 1 to Hope, Highway 5 (Coquihalla). * If over 4.5 m: Exit Highway 1 at No. 3 Road off-ramp (Exit # 104, located at ‘B’ on the map above), travel up and over and re-enter Highway 1 at No. 3 Road on-ramp; and ** If over 4.8 m: Exit Highway 1 at Lickman Road off-ramp (Exit # 116, located at ‘C’ on the map above), travel up and over and re-enter Highway 1 at Lickman Road on-ramp. WESTBOUND Over 4.3 m: Highway 5 (Coquihalla), Highway 1 (see ‡ and ‡‡), exit Highway 1 at Highway 11 (Exit # 92), turn left onto Highway 11 at first traffic light, turn right on 8 Avenue (Vye Road), turn right on Highway 13 (264 Street), turn left on Highway 1A (Fraser Highway), follow Langley Bypass, Highway 10, Highway 91, Nordel Way, Highway 91 Connector, Highway 17 to Tsawwassen Ferry Terminal. -
Mayor and Council From
City of Delta COUNCIL REPORT F.07 Regular Meeting To: Mayor and Council From: Corporate Services Department Date: February 21, 2018 George Massey Tunnel Replacement Project Update The following recommendations have been endorsed by the Acting City Manager. • RECOMMENDATION: THAT copies of this report be provided to: • Honourable Marc Garneau, Minister of Transport • Honourable Carla Qualtrough, Member of Parliament for Delta • Chief Bryce Williams, Tsawwassen First Nation • Honourable Claire Trevena, Minister of Transportation & Infrastructure • Ravi Kahlon, MLA Delta-North • Ian Paton, MLA Delta-South • Metro Vancouver Board of Directors • Mayors' Council on Regional Transportation • PURPOSE: The purpose of this report is to provide an update on some of the key issues related to the George Massey Tunnel Replacement Project (GMTRP), particularly in light of the Province's recent announcement regarding the Pattullo Bridge, and to provide a consolidated summary for Council's information. • BACKGROUND: On February 16, 2018, the BC government announced that it is moving forward with the construction of a $1.38 billion bridge to replace the Pattullo Bridge. This raises some questions regarding the George Massey Tunnel Replacement Project, which has been on a five-month hiatus since the Province announced last September that it was undertaking an independent technical review of the crossing. Both projects are badly needed; however, unlike the Pattullo project which is only part-way through the environmental assessment process, the tunnel replacement project is shovel-ready, has received its environmental assessment certificate and has completed the bidding process. Furthermore, in terms of both vehicular and transit traffic, the George Massey Tunnel carries Page 2 of 5 GMTRP Update February 21 , 2018 significantly higher volumes than the Pattullo Bridge (Attachments 'A' and 'B' show the volumes for all the Fraser River crossings). -
Seismic Design of Bridges in British Columbia: Ten-Year Review
SEISMIC DESIGN OF BRIDGES IN BRITISH COLUMBIA: TEN-YEAR REVIEW Jamie McINTYRE Structural Engineer, Hatch Mott MacDonald, Vancouver Canada [email protected] Marc GÉRIN Consultant, Ottawa Canada [email protected] Casey LEGGETT Structural Engineer, Hatch Mott MacDonald, Vancouver Canada [email protected] ABSTRACT: Seismic design of bridges in British Columbia has evolved significantly in the last ten years. Developments have comprised three major changes in seismic design practice: (1) improved understanding of seismic hazard—including raising the design earthquake from a 475-year return period to 2475-year return period and better knowledge of the contribution of the nearby Cascadia subduction zone; (2) a shift to a performance-based design philosophy with emphasis on improved post-earthquake performance—including multiple service and damage objectives for multiple levels of ground motions; and (3) increased sophistication of seismic analyses—including both inertial analyses and analyses for liquefaction hazards. The result of these changes should be bridges that perform better and remain functional post-earthquake. These changes are expected to encourage alternatives to the traditional use of column plastic hinging, such as base-isolation. Over the last ten years, base-isolation has been used on few bridges in British Columbia—primarily retrofits of existing structures; however, given its ability to preserve post-earthquake functionality, base-isolation should be a serious consideration for any project. 1. Introduction – Evolution of Seismic Design Practice Seismic design of bridges in British Columbia has evolved significantly in the last ten years, going from a bridge design code using outdated principles to a state of the art new code that implements performance- based design. -
Outcomes in Suicidal Bridge Jumping in the Lower Mainland-JRB
Outcomes in suicidal bridge jumping in the Lower Mainland by DYLAN STEPHANIAN BASc, The University of British Columbia, 2014 Thesis submitted in partial fulfilment of the requirements for the degree of Master of Science in The Faculty of Graduate and Postdoctoral Studies (Experimental Medicine) The University of British ColumbiA (Vancouver) December, 2019 © Dylan Stephanian, 2019 The following individuals certify that they have read, and recommend to the faculty of Graduate and Postdoctoral Studies for acceptance, the thesis entitled: Outcomes in suicidal bridge jumping in the Lower Mainland Submitted by Dylan Stephanian in partial fulfillment of the requirements for the degree of MAster of Science in Experimental Medicine. Examining committee Dr Jeff Brubacher, Emergency Medicine Supervisor Dr Doug Brown, Emergency Medicine Supervisory Committee Member Dr Andrew MacPherson, Emergency Medicine External Examiner ii Abstract On average, one person attempts suicide by jumping from a bridge in the Lower Mainland of British ColumbiA once every 14 days, but the population that jumps and their outcomes following a suicide attempt are poorly understood. A multi-agency retrospective chart review was performed using records from the Canadian Coast Guard, Joint Rescue Coordination Center, police departments, and the British Columbia Coroner’s Service to identify incidents. A complete picture of each incident was then built by identifying corresponding BC Ambulance Service and hospital records, and linking all records for each incident. This methodology successfully identified a comprehensive list of incidents, and may be useful in future prehospital and search and rescue medicine research. Records from the ten agencies involved in these incidents were collected and linked to create a dataset describing all known jumps from a bridge >12m in height in the Lower Mainland of BC from January 1, 2006 to February 28, 2017. -
Vulnerability Assessment of Arizona's Critical Infrastructure
Leadership in Sustainable Infrastructure Leadership en Infrastructures Durables Vancouver, Canada May 31 – June 3, 2017/ Mai 31 – Juin 3, 2017 SCOUR IN COMPLEX BRIDGE PIERS: FRASER AND PADMA RIVERS Jose A. Vasquez1,2, Kara I. Hurtig1, Matt S. Gellis1, Andre Zimmerman1, Bruce W. Walsh1. 1 Northwest Hydraulic Consultants Ltd. (NHC), North Vancouver, British Columbia, Canada 2 [email protected] ABSTRACT The construction of complex bridge piers in large sand-bed rivers has become increasingly common. These piers are made by driving or boring a group of piles deep into the riverbed and then connecting them by a pile cap on top, over which the stem of the pier supporting the deck is located. In contrast with conventional footings, the pile cap is located high above the riverbed and close to the water surface, functioning also as protection against ship collision. The combination of several piles, pile cap and stem above the riverbed gives the pier a complex geometry, which does not easily fit with the simple geometry commonly assumed by most scour prediction equations; hence the need for mobile-bed physical modelling in order to determine scour depths for design purposes. We report the results of several complex piers scour experiments carried out at Northwest Hydraulic Consultants’ laboratory including the Golden Ears Bridge, Port Mann Bridge and Pattullo Bridge in the Fraser River, British Columbia and the Padma River Bridge in Bangladesh. These pier tests encompass a wide range of conditions such as vertical and inclined piles (diameters from 1.8 to 3.0 m), rectangular, octagonal and dumbbell-shaped pile caps (pile cap lengths between 18 and 60 m), and flow discharges ranging from 2-year to 100-year floods. -
SHOCK CONTROL of BRIDGES in CHINA USING TAYLOR DEVICES’ FLUID VISCOUS DEVICES 1 1 2 2 Chen Yongqi Ma Liangzhe Cao Tiezhu1 Robert Schneider Craig Winters
th The 14 World Conference on Earthquake Engineering October 12-17, 2008, Beijing, China SHOCK CONTROL OF BRIDGES IN CHINA USING TAYLOR DEVICES’ FLUID VISCOUS DEVICES 1 1 2 2 Chen Yongqi Ma Liangzhe Cao Tiezhu1 Robert Schneider Craig Winters 1Beijing Qitai Shock Control and Scientific Development Co.,Ltd , Beijing 100037, China 2Taylor Devices, Inc. North Tonawanda, NY 14120, USA Email: [email protected], ABSTRACT : Fluid Viscous Devices are a successful structural protective system for bridge vibration. The structural protective technique and the dampers have been introduced to China since 1999. The Taylor Devices’ damper systems has already been successfully installed or will be installed in large or the super large bridges in China for protection from earthquake, wind. vehicle and other vibration. Seventeen different bridge projects introduced here include the Sutong Yangtze River Bridge, the longest cable stayed bridge in the world, the Nanjing 3rd Yangtze River Bridge, the fifth longest suspension bridge in the world, and the Xihoumen Across Sea Bridge, the second longest suspension bridge in the world. The performance of the bridges and dampers have been reported as “very good” during the May 12, 2008 Wenchuan earthquake. All of the dampers produced have been subjected to rigorous static and dynamic testing, which show the dampers will perform well for the next 50 years and possibly a lot longer. KEYWORDS: Lock-Up Devices, Fluid Viscous Dampers, Limited Displacement Damper 1. INTRODUCTION Along with the rapid economic development in China over the past two decades, a large number of highways and bridges have been built in China. By 2004 China constructed 1.81 millions kilometers of roads and 30 thousand kilometers of highways. -
China's Major Bridges Summary 1. Background
China’s Major Bridges Maorun FENG Maorun Feng, born in 1942, graduated from the Tangshan Professor Railway Institute with a Master’s Chairman of Technical degree, has been engaged in the Consultative Committee, design and research of bridges for 40 Ministry of years. He is the Chairman of Technical Consultative Committee Communications and the Former Chief Engineer of the Beijing, China State Ministry of Communications. He is also the current Chairman of China Association of Highway and Waterway Engineering Consultants. [email protected] . Summary In response to continuous economic development over the past 30 years, China has mobilized a program of large scale bridge construction. The technology of various types of bridges, including girder bridges, arch bridges, and cable-supported bridges, has been developed rapidly. Bridge spanning capacity has been continuously improved. Girder bridges with main span of 330 m, arch bridges with main span of 550 m, cable-stayed bridges with main span of 1088 m and suspension bridges with main span of 1650 m have already been built. Moreover, two sea-crossing bridges with overall length over 30 km have also been opened to traffic. This paper briefly introduces China’s major bridges, including girder bridges with spans greater than 200 m, arch bridges with spans greater than 400 m, cable-stayed bridges with spans greater than 600 m, and suspension bridges with spans greater than 1200 m. These bridges represent technological progress in such aspects as structural system, materials, as well as construction methods and equipment. Key words: girder bridge, arch bridge, cable-supported bridge, cable-stayed bridge, suspension bridge, steel-concrete composite bridge 1. -
Fall 2011 Baseline Truck Traffic in Metro Vancouver
Fall 2011 Baseline Truck Traffic in Metro Vancouver Watercrossings, Border Crossings and Top 10 Truck Volume Locations (Weekday, 6AM-10PM) Transportation Committee Map of the Month March 12, 2014 Legend Screenline Volumes Total Vehicles Counted (fall weekday in 2011) Light and Heavy Commercial Trucks Lions Gate Bridge Passenger Vehicles, Motorcycles, 61,000 Vehicles Second Narrows Bridge Transit Vehicles, Bicycles 1% Trucks 120,000 Vehicles Daily Average from Auto Counts (no truck data) 5% Trucks Regional Land Use Designations Burrard Bridge Industrial and Mixed Employment 53,000 Vehicles Cambie Bridge General Urban 2% Trucks 46,000 Vehicles Agricultural, Conservation & Recreation, Rural 2% Trucks Highway 1 - West of Granville Bridge North Road Brunette Ave. - Pitt River Bridge 51,000 Vehicles 103,000 Vehicles South of Highway 1 70,000 Vehicles 1% Trucks 8% Trucks 53,000 Vehicles 6% Trucks 13% Trucks Port Mann Bridge Arthur Laing Bridge 96,000 Vehicles Knight St Bridge 72,000 Vehicles, 2% Trucks 7% Trucks 89,000 Vehicles Golden Ears Bridge Airport Connector Bridge- 19,000 Vehicles, 5% Trucks 8% Trucks Pattullo Bridge 27,000 Vehicles 8% Trucks Moray Bridge- 17,000 Vehicles, 5% Trucks 63,000 Vehicles Oak St Bridge 7% Trucks Dinsmore Bridge- 21,000 Vehicles, 2% Trucks 78,000 Vehicles Queensborough Bridge 3% Trucks 79,000 Vehicles No. 2 Road Bridge- 30,000 Vehicles, 1% Trucks Highway 1 - West of Highway 91 - West of 9% Trucks 176th Street No. 8 Road Alex Fraser Bridge 70,000 Vehicles 82,000 Vehicles 102,000 Vehicles 12% Trucks 10% Trucks 8% Trucks George Massey Tunnel 77,000 Vehicles 7% Trucks Highway 1 - East of 264th Street 59,000 Vehicles 12% Trucks Point Roberts Border Crossing Highway 13 Border Crossing 5,500 Daily Average Highway 99 Border Crossing Highway 15 Border Crossing 4,400 Daily Average No truck data 13,000 Vehicles 13,000 Vehicles No truck data 1% Trucks 14% Trucks A Note About the Border Crossings Highway 99 Border Crossing prohibits all commercial vehicles, but a small number of commercial trucks were observed on the survey day. -
George Massey Tunnel Replacement Project
City of Memorandum Richmond To: Mayor and Councillors Date: February 10, 2016 From: Harold Steves File: 10-6350-05-08 Councillor Re: George Massey Tunnel Replacement Project Richmond Council is concerned about the abrupt change in direction from upgrading the George Massey Tunnel to building a bridge. Richmond Council was fully consulted on the publicly announced plan to twin the tunnel. Richmond Council was not consulted on the decision to change the plan to building a bridge. The following attachments show how the project changed abruptly from a tunnel to a bridge: 1. July 15, 2004 Massey Tunnel seismic upgrade. Province to spend $22.2 million on seismic upgrade for the Massey Tunnel. 2. Feb. 16, 2006 Twiruied tunnel part of Victoria's long term plan, "expanding Highway 99 on both sides of the tunnel from four lanes to six." "The project is on the back burner in part because it would put pressure on traffic bottlenecks to the north requiring expansion of the Oak Street and Knight Street bridges into Vancouver or a new bridge into Burnaby. 3. Feb. 18, 2006 Massey Tunnel to be twinned and "widened from four lanes to six once the provinces more pressing transportation projects are complete." "Twinning the tunnel would also require improvements to other crossings over the North Arm of the Fraser, such as Oak Street and Knight Street bridges, or a new crossing to connect with growing central Burnaby." 4. Dec 11, 2008 Bus lane will speed transit commute along Highway 99 with " high quality, point to point service ... between White Rock and Richmond. -
Capitalism from Below
CAPITALISM FROM BELOW Angemeldet | [email protected] Heruntergeladen am | 22.05.13 14:32 Angemeldet | [email protected] Heruntergeladen am | 22.05.13 14:32 CAPITALISM FROM BELOW Markets and Institutional Change in China VICTOR NEE SONJA OPPER HARVARD UNIVERSITY PRESS Cambridge, Massachusetts, and London, England 2012 Angemeldet | [email protected] Heruntergeladen am | 22.05.13 14:32 Copyright © 2012 by the President and Fellows of Harvard College All rights reserved Printed in the United States of America Library of Congress Cataloging- in- Publication Data Nee, Victor Capitalism from below : markets and institutional change in China / Victor Nee, Sonja Opper. p. cm. Includes bibliographical references and index. ISBN 978- 0- 674- 05020-4 (alk. paper) 1. Capitalism— China. 2. Entrepreneurship— China. 3. Industrial policy— China. 4. China—Economic policy. 5. China— Politics and government. I. Opper, Sonja. II. Title. HC427.95.N44 2012 330.951—dc23 2011042367 Angemeldet | [email protected] Heruntergeladen am | 22.05.13 14:32 To Margaret Nee (1919– 2011) and Fanny de Bary (1922– 2009) Margret and Herbert Opper Angemeldet | [email protected] Heruntergeladen am | 22.05.13 14:32 Angemeldet | [email protected] Heruntergeladen am | 22.05.13 14:32 Contents List of Figures and Tables ix Acknowledgments xiii 1 Where Do Economic Institutions Come From? 1 2 Markets and Endogenous Institutional Change 12 3 Th e Epicenter of Bottom-Up Capitalism 41 4 Entrepreneurs and Institutional Innovation 72 5 Legitimacy and Or gan i za tion