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General Design sc Institute Giprostroymost - Saint-Petersburg GENERAL DESIGN Our Company was born in Leningrad (USSR) back in 1945 from the Design Group 'Mostostroy 6' 1968 – 1985 Design Group was transformed into 'Leningrad Special Design Department Bureau of Glavmostostroy'. By this time we had already 400 bridges in service within Leningrad Region, Murmansk Region, Arkhangelsk Region, Novgorod Region and Pskov Region. 1986 – 1999 Back in 1986 we were 'Leningrad Special Design Department Bureau of Glavmostostroy' and further became Government Com- pany 'Institute Giprostroymost'. In 1994 'Institute Giprostroymost' was transformed into Joint Stock Company 'Institute Giprostroymost' and later into Leningrad (Saint-Petersburg) Department. By this period we developed more than 200 projects in Russian Federation, being carried out the design and construction supervision of Hien Liong Bridge, Vietnam, as well as six small bridges in Finland, design completion of Mos- cow Ring Road plus Third Moscow Ring Road, Volokolamskoe Road Interchange, Moscow City. 2000 – 2006 In 2000 was formed Joint Stock Company 'Institute Giprostroymost – Saint-Petersburg'. In 2004 JSC 'Institute Giprostroymost – Saint-Petersburg' was transformed into Stock Company “Institute Giprostroymost – Saint-Petersburg'. From 2001 till 2006 our Enterprise accomplished the design and technical supervision of Bolshoy Obukhovsky Cable-Stayed Bridge over the Neva River on Saint-Petersburg Ring Road, Extradosed South Bridge over the Daugava River in Riga (Latvia), Arch Cable-Stayed Bridge over the Ishim River, Astana (Kazakhstan). 2007 – 2012 From 2007 till 2012 we were the General Designer of the bridge over Novaya Pregolya and Staraya Pregolya Rivers, Kaliningrad and participated in reconstruction of Berlinsky Bridge on Kaliningrad Bypass. SC 'Institute Giprostroymost – Saint-Petersburg' was the General Designer of Cable-Stayed Bridge over the Golden Horn Bay and one of the three designers of the Cable-Stayed Bridge to Russky Island across Eastern Bosphorus Strait, Vladivostok with huge main span of 1,104m long. Those bridges crossing were put into operation in summer 2012, during the Summit of APEC in Vladivostok. Besides, cable-stayed bridges, we completed a number of civil structures for Far East Region, for instance, the girder bridge of 4 kilometers long over Amur Bay and flyovers on highway to Patrokl Bay. From 2009 till 2012 we were honored as a General Designer of huge international project in Turkmenistan. 'Institute Giprostroymost – Saint- Petersburg' designed 12 junctions in Ashgabat and two traffic interchanges in 'Avaza' region near Turkmenbashi City. From 2011 till 2013 we developed and constructed three overground pedestrian crossings in Saint- Petersburg, Russia. Since 2012 the Company collaborates in the development of the project 'Western High Speed Diameter', Construction Stage IV & V, Saint-Petersburg. Institute Giprostroymost completed several structures for Olympic Games – 2014, Sochi. For instance, the design of structure on Sochi-Adler Highway to 'Alpica-Service' resort, analytical assessment of the Cable-Stayed Bridge on Mzymta River during period of 2009 till 2013. Also we fulfilled the renovation of Adler RR Station in 2013. Our Enterprise is the General Designer on several sites of the Saint-Petersburg Ring Road within variety of other facilities in Russian Federation and abroad. 2013 – till present Since 2013 the project 'West Bridge' in the town of Tver was being designed. We developed the pre-design of the future Vladivostok Ring Road. Our Enterprise takes part in the project 'Yamal LNG' (the idea was encompassing natural gas production, liquefaction and shipment). The Project consists of construction of a liquefied natural gas (LNG) plant with an output capacity of about 16.5 million tons per year via application of the South Tambey Field as a resource base on the Yamal Peninsula beyond the Polar Circle. In 2014 outstanding Spartak Stadium in Moscow was fulfilled and footbridge over the Moscow River in of Krasnogorsk City between Myakininskaya and Pavshinskaya holms. In 2015, the overpass 'Vostochnaya' with the bridges over the Staraya Pregolya and Novaya Pregolya Rivers in Kaliningrad was designed. In 2016 'Institute-Giprostroymost – Saint-Petersburg Ltd' was transferred into SC 'Institute-Giprostroymost – Saint- Petersburg'. Our Company has branches in Moscow, Perm, Vladivostok, Riga, Latvia. At the moment we have an honor to be the General Designer of challenging Kerch Bridge Crossing in Crimea considered to be completed by December, 2018. OUR EXPERTISE DESIGN highway bridges railway bridges combined bridges highways streets and road interchanges viaducts and flyovers transport tunnels underground structures embankments and mooring berths retaining walls reinforced mounds buildings and structures of different heights sophisticated floors of buildings and structures foundations in complex environment GENERAL DESIGN DEVELOPMENT OF CONSTRUCTION TECHNOLOGY OF BRIDGE AND TRANSPORT STRUCTURES DEVELOPMENT OF PROJECTS FOR SPECIAL AUXILIARY STRUCTURES AND DEVICES (SAS&D) DEVELOPMENT OF METHOD STATEMENTS (MS) DEVELOPMENT OF CONSTRUCTION METHOD STATEMENTS (CMS) DEVELOPMENT OF PROJECTS FOR RENOVATION AND REPAIR OF BRIDGE AND TRANSPORT STRUCTURES DESIGN OF MONITORING SYSTEMS FOR COMPLEX ENGINEERING STRUCTURES SOPHISTICATED ENGINEERING ANALYSIS AERODYNAMIC ANALYSIS DEVELOPMENT OF TECHNICAL AND ECONOMIC FEASIBILITY STUDY FINANCIAL ESTIMATES PREPARATION OF TENDER DOCUMENTATION ENGINEERING SUPERVISION PROTECTION OF INTELLECTUAL PROPERTY ARTICLES CONSTRUCTION DESIGN OF TECHNOLOGICAL SOLUTIONS FOR OBJECTS OF NUCLEAR POWER ENGINEERING INDUSTRY AND COMPLEXES DEVELOPMENT OF JUSTIFICATION OF RADIATION AND NUCLEAR PROTECTION 3 KRYMSKY BRIDGE kerch strait bridge crossing DESCRIPTION Arch spans with a design span of 227 m are located The bridge is situated between Crimea’s city of Kerch and over the Kerch-Yenikalsky Channel and provide a the village of Taman in the Temryuk District of the Kras- clearance of 185 m x 35 m nodar Region, along Tuzla Island and the Tuzla Spit. designed length of the crossing – 19,000 m length of the motorway bridge – 16,857.28 m Our crossing consists of two parallel bridges – length of the railroad bridge – 18,118.05 m a motorway bridge and railroad bridge WORK ON THE PROJECT The decks for the highway are beam composite general design reinforced concrete, simple and continuous ones of design of main structures individual design (design documentation and working documentation) Steel decks with an orthotropic plate are located design of construction technology above the water area of the Kerch Strait. The design span is from 54.21 m to 64.20 m SAS&D There will be a separate deck for each traffic design (design documentation and working direction. In the crosssection, two main I-beams documentation) create the span: they are connected via transversal CLIENT beams and the system of vertical and horizontal Taman Road Department, federal state enterprise braces GENERAL CONTRACTOR The decks for the railway tracks are simple, made of LLK STROYGASMONTAZH solid metal with an orthotropic plate and a ballast bed The design span is from 54.6 m to 62.56 m DESIGN STAGE The decks are separate, one for each railway track Project Documentation: 2015 and connected on the piers with jacking beams Working Documentation: 2015 – 2018 The main box-section girders of the deck are CONSTRUCTION STAGE divided into two segments horizontally 2015 – 2019 KRASNODARSKIY KRAY 5 6 Cable Stayed Bridge over the Golden Horn Bay, Vladivostok, RUSSIA PROJECT DESCRIPTION width within barriers – 9.4 m Bridge Crossing over the Federal motorway M-60 total area – 1,440 m2 'Ussury' Khabarovsk - Vladivostok - Russkiy Island. SEA BERTH OF PAСIFIC NAVY (RECONSTRUCTION) Crowned in city center near Gogolya and Nekrasovskaya 2 Streets in Southern part plus Kalinina Street in Northern total area – 5,400 m part of the city. Total length of bridge crossing is 2.1 km. ROAD UTILITY NETWORK WITHIN BRIDGE CROSSING (RECONSTRUCTION) STRUCTURES COMPOSED OF ROUTE area of carriageway – 76,300 m 2 OVERPASS BETWEEN THE PASSAGE OF GOGOLYA landscaping of adjacent areas — 60,700 m 2 & NEKRASOVSKAYA STREETS overpass length — 80 m SCOPE OF WORKS overpass width between railings – 9.4 m 'Design Documentation' Stage area of the overpass – 750 m2 fulfillment of design works as a subcontractor TUNNEL bridge construction design length – 249.2 m passing of Federal Expertise width – 21 m 'Work Documentation' Stage total area — 2,770 m2 general design total main structures design NORTHERN APPROACH FLYOVER SAS&D and MS development material — composite RC financial estimates total length – 220 m technical supervision width within barriers – 22.2 m total area – 4,890 m 2 CLIENT Primorskiy Kray Road Department CABLE STAYED BRIDGE OVER THE GOLDEN HORN BAY GENERAL CONTRACTOR bridge schema: 'TMK Ltd' 45+100+2х90+737+2х90+100+45m DESIGN STAGE main span – steel 737 m 'Design Documentation' Stage: 2006 – 2008 anchor span – prestressed cast in-situ concrete 'Work Documentation' Stage: 2008 – 2010 total length — 1,387 m pylons height – 227 m CONSTRUCTION STAGE main span – 737 m 2009 - 2012 underwater clearance – 60 m girder width between barriers – 29.4 m girder height – 3.5 m weight of stays – 1,845 t overpass total area – 43,030 m2 SOTHERN APPROACH FLYOVER material — composite RC total length – 123 m width within barriers – 21.4 m flyover
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