Port Mann Bridge (Canada)

Project information Port Mann Bridge (Canada) Project descripton mageba scope Highlights & Facts The Port Mann Bridge is one of British Co- mageba has delivered the modular ex- lumbia’s most significant bridge structures, pansion joints required for the entire mageba products: carrying the Trans-Canada Highway (Cana- bridge including both approaches. The Type: Modular expansion joints da’s Highway 1) across the Fraser River to joints have up to 11 movement gaps and and disc bearings* the west of Vancouver. As part of the ma- thus can facilitate movements of up to Features: Expansion joints with jor Port Mann Highway 1 project, which 35 inches (880 mm). In noise-sensitive ar- movements of up to also includes the widening and upgrading eas, several joints are equipped with noise- 35 in (880 mm), some of 23 miles (37 km) of highway, the bridge reducing “sinus plates” on the surface. featuring “sinus plates” Installation: 2012 has been replaced with a new structure, and mageba also supplied, in cooperation was opened to traffic at the end of 2012. with R.J. Watson Inc., disc bearings for the Structure: The new bridge is designed for 10 lanes of bridge. These are designed for loads of up City: Vancouver traffic, and with its main span of 1,542 ft to 19,000 kN and a number feature “double Country: Canada (470 m), it is the second longest cable- discs” to achieve this load capacity. Built: 2008–2012 stayed span in North America. At 164 ft (50 m) wide, the new bridge is also the wid- Type: Cable stayed bridge est span bridge of any type in the world. Length: 1.37 mi (2,200 m) Maintained: Transportation Invesment Corporation Contractor: Kiewit Flatiron General Partnership * in cooperation with R.J. Watson Inc. A modular expansion joint featuring noise-reducing Disc bearings (with double discs per bearing) ready Location of the bridge in British Columbia “sinus plates” on its surface for delivery Canada Vancouver Island USA © 2016 Google 2020.02 CA-EN ©mageba mageba LLC - 5455 De Gaspe Ave. Suite 710 - Montreal, Quebec, H2T 3B3 - Canada - T +1 438-834-1450 - [email protected].

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Port Mann/Highway 1 Improvement Project—PP Shows Status As of Summer 2010 • Project Construction Started August 2008
• Total project cost $2.5 billion (Canadian) • Financed by tolls – about $3 each direction. • Total project length 37 km (McGill St in Vancouver to 216th in Langley) • The new Port Mann bridge – 10 lanes (existing bridge has 5 lanes). – Replaces the existing 45 year old bridge. – Includes Rapid Bus service from Langley to Burnaby SkyTrain. – Can accommodate installation of light rapid transit underneath the main deck at a future date. Source: “Port Mann Bridge Plans Unveiled Today,” CBC News, February 4, 2009. • Project website – http://www.pmh1project.com/ • Port Mann/Highway 1 Improvement Project—PP shows status as of Summer 2010 • Project construction started August 2008. • Port Mann Bridge to be operational by December 2012. • All of project complete by December 2013. North Approximate Vancouver project limits Coquitlam Vancouver Burnaby Port Mann YVR Richmond Surrey Langley All satellite images in PP from Google Maps Coquitlam side of bridge Surrey side of bridge • Three major parts – Cable-stayed main bridge across Fraser River. • Main span 470 m. • South span 190 m. • North span 190 m. – South approach • 350 m constructed using 327 precast sections with HMA road surface. – North approach • 820 m constructed using 831 precast sections also with an asphalt surface. Source: PMH1 newsletter—Summer 2010 • Designer: T.Y. Lin International • Materials – New bridge deck requires 25,000 tonnes of HMA – 28,000 tonnes of rebar – 13,000 tonnes of structural steel Source: PMH1 newsletter—Summer 2010 78 drilled shafts 2.5 m in 129 driven piles 1.8 m in 30 drilled shafts 2.5 m diameter with average diameter with average in diameter with depth = 53 m.
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10472 Scott Road, Surrey, BC
FOR SALE 10472 Scott Road, Surrey, BC 3.68 ACRE INDUSTRIAL DEVELOPMENT PROPERTY WITH DIRECT ACCESS TO THE SOUTH FRASER PERIMETER ROAD PATULLO BRIDGE KING GEORGE BOULEVARD SOUTH FRASER PERIMETER ROAD (HIGHWAY #17) 10472 SCOTT ROAD TANNERY ROAD SCOTT ROAD 104 AVENUE Location The subject property is located on the corner of Scott Road and 104 Avenue, situated in the South Westminster area of Surrey, British Columbia. This location benefits from direct access to the South Fraser Perimeter Road (Highway #17) which connects to all locations in Metro Vancouver via Highways 1, 91, and 99. The location also provides convenient access south to the U.S. border, which is a 45 minute drive away via the SFPR and either Highway 1 or Highway 91. The property is surrounded by a variety of restaurants and neighbours, such as Williams Machinery, BA Robinson, Frito Lay, Lordco, Texcan and the Home Depot. SCOTT ROAD Opportunity A rare opportunity to acquire a large corner Scott Road frontage property that has been preloaded and has a development permit at third reading for a 69,400 SF warehouse. 104 AVENUE Buntzen Lake Capilano Lake West Vancouver rm A n ia North d n I 99 Vancouver BC RAIL Pitt Lake 1 Harrison Lake Bridge Lions Gate Ir o Port Moody n 99 W o PORT METRO r VANCOUVER Burrard Inlet k e r s M e m o r i a l B C.P.R. English Bay r i d g e 7A Stave Lake Port Coquitlam Vancouver Maple Ridge 7 Key Features CP INTERMODAL Coquitlam 7 1 7 9 Burnaby Pitt 7 Meadows 7 VANCOUVER P o r t M a C.P.R.
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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.
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Installation of Dynamic Message Sign on Southbound Knight Street
City of Richmond Report to Committee To: Public Works and Transportation Committee Date: March 27, 2017 From: Victor Wei, P. Eng. File: 01-0150-20- Director, Transportation THIG1/2017-Vol 01 Re: Installation of Dynamic Message Sign on Southbound Knight Street Staff Recommendation That the staff report titled "Installation of Dynamic Message Sign on Southbound Knight Street" dated March 27, 2017, from the Director, Transportation, to support regional transportation management in the Metro Vancouver area, be received for information. Victor Wei, P. Eng. Director, Transportation (604-276-4131) Att. 1 REPORT CONCURRENCE ROUTED To: CONCURRENCE CONCURRENCE OF GENERAL MANAGER Engineering Real Estate Services REVIEWED BY STAFF REPORT I INITIALS: AGENDA REVIEW SUBCOMMITTEE PWT - 30 5338814 March 27, 2017 - 2 - Staff Report Origin At the March 18,2015 meeting of the Public Works and Transportation Committee, members received a staff report for information regarding the installation of a dynamic message sign by the Ministry of Transportation & Infrastructure (the Ministry) to provide northbound road users on Knight Street with up-to-date travel information. Installation of this sign is currently proceeding. Continuing the expansion oflntelligent Transportation Systems (ITS) that benefit Richmond's road users by allowing for more effective monitoring and management of traffic incidents, as well as the provision of real-time information to the public, this report describes the forthcoming installation of a complementary dynamic message sign by the Ministry to provide southbound road users on Knight Street with current travel information. Analysis Dynamic Message Signs The Ministry has installed a number of dynamic message signs (DMS) along provincial highways in Metro Vancouver that provide travellers with real-time information on road conditions such as travel times and wait times at Canada-US border crossings.
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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.
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NOW LEASING!! SOUTH DELTA’S NEW POWER CENTRE Tsawwassen Commons
NOW LEASING!! SOUTH DELTA’S NEW POWER CENTRE Tsawwassen Commons COLLIERS INTERNATIONAL SHELDON SCOTT* SHELDON SCOTT*DOUG LEPATOURELMIKE GREWAL JACKIE WHITAKER 200 Granville Street, 19th Floor senior vice presidentexecutive vice presidentvice president senior associate associate Vancouver, BC V6C 2R6 604 662 2660 604 662 2660 604 661 0841 604 694 7200 604 692 1450 MAIN 604 681 4111 [email protected]@colliers.com [email protected] [email protected] [email protected] FAX 604 661 0849 * Personal Real Estate Corporation * Personal Real Estate Corporation www.collierscanada.com OPPORTUNITY TSAWWASSEN COMMONS To lease space in South Delta’s brand new power shopping centre. Premises that suit Tsawwassen Commons is currently planned to have 550,000 SF of brand new Large Format, Big Box, Freestanding Pad and Shop type retail uses are available! commercial space and close to 300,000 SF is already pre-leased. Highlights include: LOCATION > Anchored by Walmart, Rona and Canadian Tire > Ideally suited for large format, big box, freestanding pad and shop type retailer > Situated at the centre of South Delta’s most prominent new shopping district > An abundance of surface parking - 2,190 stalls for a ratio of over 4 stalls per 1,000 SF > Retailers entering in the immediate area include: Bass Pro Shops Outdoor World, > Close proximity to Tsawwassen Ferry Terminal, Delta Port and a new business park DSW Designer Shoe Warehouse, Forever 21, H&M, Marshalls, Nike Factory Store, Old of approximately 300 acres
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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.
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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.
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Life-Cycle Cost Design Basis for the New Port Mann Cable-Stayed Bridge
LIFE-CYCLE COST committee that developed the right of way provided for the Guide Specification for Segmental Reference Concept. DESIGN BASIS FOR Concrete Bridges, and has been Selection of the preferred active in AASHTO bridge code THE NEW proponent based on NPV set the developments on behalf of PTI PORT MANN CABLE- framework for a rational decision and ASBI. Mr. Goodyear is a process, monetizing all program STAYED BRIDGE graduate of Cornell University in costs - right of way, design, Ithaca, NY. He is a recipient of construction cost, construction the Beavers Award for schedule, developer’s risk, toll Engineering, and is a member of operations, and life-cycle the National Academy of maintenance - in order to Engineering. determine the lowest net present SUMMARY value price for the development. It is in the context of this process The Port Mann Bridge-Highway 1 that the twin deck composite steel Project in Vancouver, BC was cable-stayed structure in service tendered as a 40-year concession, today was created. upgrading approximately 30 km The presentation will review the of the Trans-Canadian Highway basis for key decisions on including a new crossing of the structure type, layout, form and Fraser River between Coquitlam design details leading to the final and Surrey, BC. The concession design solution. The special period included the time for advantages with the steel design construction and allowed a broad form chosen relating to the DAVID GOODYEAR range of design options for framing plan, connection details, achieving the lowest net present and constructability will be AUTHOR value (NPV) to design, build, discussed in relation to options operate and maintain the upgraded that were considered and David Goodyear, PE, SE, PEng highway facility.
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Land for LEASE
Partnership. Performance. Image Source: Google River Road 1611 Patrick Street 0.912 acres (39,727 SF) Patrick Street Savage Road 1600 Savage Road 1.305 acres (56,846 SF) LAND FOR LEASE Opportunity 1600 SAVAGE ROAD & To lease two properties totalling 1611 PatrICK STREET approximately 2.22 acres of fenced RICHMonD, BC yard area in North Richmond Ryan Kerr*, Principal Angus Thiele, Associate 604.647.5094 604.646.8386 [email protected] [email protected] *Ryan Kerr Personal Real Estate Corporation 1600 SAVAGE ROAD & 1611 PatrICK StrEET RICHMonD, BC Location Property Details The subject properties provide the opportunity to lease up to 2.22 acres of fenced and secured yard space conveniently located off of River Road between Available Land Area Savage Road and Patrick Street, east of No. 6 Road, in north Richmond, BC. This site boasts a central location, with convenient access to Vancouver and the rest 1600 Savage Road 1.305 acres (56,846 SF) of the Lower Mainland via major arterials such as Knight Street, SW Marine Drive, 1611 Patrick Street 0.912 acres (39,727 SF) Highway 91, and Highway 99. Total 2.22 acres (96,573 SF)* Zoning *Approximately I-L (Light Impact Industrial Zone) is intended to accommodate and regulate Lease Rate the development of light impact industry, transportation industry, warehouses, $2.25 PSF Net distribution centres and limited office and service uses. Access Each property has one (1) point of access & Property Features egress • 1600 Savage Road is fenced and paved Available Immediately • 1611 Patrick Street is fenced and compacted gravel • Rare opportunity to lease yard of this size in Richmond Ryan Kerr*, Principal 604.647.5094 DriveD riveTime MapTimes Map [email protected] To Snug Cove To Langdale *Ryan Kerr Personal Real Estate Corporation Cypress Provincial Park ture Bay) par Horseshoe o (De Bay aim Nan To Whytecli HORSESHOE BAY Park Ferry Terminal Whytecli Lynn Headwaters MARINE DR.
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PATTULLO BRIDGE REPLACEMENT PROJECT Commercial in Confidence PROJECT AGREEMENT Execution SCHEDULE 4 DESIGN and CONSTRUCTION
PATTULLO BRIDGE REPLACEMENT PROJECT Commercial in Confidence PROJECT AGREEMENT Execution SCHEDULE 4 DESIGN AND CONSTRUCTION PART 1 GENERAL PROVISIONS .......................................................................................................... 1 ARTICLE 1 REFERENCE DOCUMENTS ......................................................................................... 1 1.1 Application of DBSS ....................................................................................................................... 1 1.2 Reference Documents ...................................................................................................................... 1 1.3 Order of Precedence ......................................................................................................................... 1 1.4 Province Design ............................................................................................................................... 1 ARTICLE 2 DESIGN AND CONSTRUCTION .................................................................................. 2 2.1 Responsibility for Design and Construction .................................................................................... 2 2.2 Design Standards ............................................................................................................................. 2 2.3 Design-Build Contractor Director .................................................................................................... 3 2.4 Long-Span Bridge Design Lead ......................................................................................................
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Port Mann/Highway 1 Improvements
Port Mann/Highway 1 Improvements McGill St. Hastings St. First Ave. Port Coquitlam Boundary Rd. Willingdon Ave. Grandview Hwy. Sprott St. Kensington Ave. Brunette Ave. Cape Horn Gaglardi Way Port Mann Bridge 152nd St. 160th St. 176th St. 192nd St. 200th St. Consultation on Access and Interchange Improvements 216th St. Pre-design Community Consultation Phase 2 200 St Discussion Guide on Access and Interchange Improvements www.gatewayprogram.bc.ca September – November 2006 CONSULTATION ON ACCESS AND INTERCHANGE IMPROVEMENTS: PRE-DESIGN COMMUNITY CONSULTATION PHASE 2 The Ministry of Transportation conducts community consultations at three design stages, including: Pre-design Consultation: Phase 1 Pre-design Consultation: Phase 2 Preliminary Design Consultation Detailed Design Consultation February – April 2006 September – November 2006 2008 2009 Pre-design consultation discussion topics This phase of consultation focuses on With basic pre-design components Detailed design consultation generally focuses included goals for interchange upgrades, proposed conceptual improvements determined, consultation on preliminary on fewer but more specifi c treatments, such congestion reduction measures such as high to existing and new interchanges and design discusses refi nements to interchanges as detailed interchange and access features, occupancy vehicle lanes (HOV) and transit overpasses. These proposed modifi cations and accesses, lane use, specifi cs of congestion lighting and landscaping. This phase also priority on-ramps, commercial vehicle priority and upgrades would improve safety, access reduction measures and other key features. involves more fi nancial and technical analysis access to on-ramps, potential tolling, and and connections across the highway, support to confi rm that designs are fi nancially and improvements to the cycling network.
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