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
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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 total area – 2,620 m2 OVERPASS EXIT ON VSEVOLOD SIBIRTSEVA STREET material – composite RC total length –135 m width within barriers – 9.4 m total area – 1,270 m2 OVERPASS EXIT ON KALININA STREET material — composite RC total length — 135 m width within barriers – 9.4 m total area – 1,270 m2 OVERPASS EXIT FROM KALININA STREET material – composite prestressed RC total length — 135 m
FAR EAST 7 8 HIGHWAYS, BRIDGES, INTERCHANGES AND FLYOVERS IN THE CITY OF ASHkhABAT AND AKHAL VELAYAT
DESCRPTION Traffic interchange at the intersection of Andaliba Construction of motorway 'East-West' from the inter- Street with Kulieva Street plus connection of the section of Ring Road with 'Ashkhabad-Mary' motorway up traffic interchange with a new bridge crossing to highway 'Ashkhabad - Turkmenbashi' with local route to constructed at the site of in-service bridge Geokdepe village near Ashkhabad. Traffic interchange at Traffic junction at the intersection of Niyazova the intersection of South Ring Road up to Turkmenbashi Street and Kulieva Street with linking of the avenue. traffic interchange plus the new bridge crossing constructed at the site of the old one. FACILITIES AS A PART OF THE ROUTE Traffic interchange at the intersection of the Seven traffic interchanges at the intersections of the existing motorway 'Ashkhabad – Turkmenbashi' with the highways with average area highway toward Geokdepe and railway tracks of 1km2 each: Ashkhabad – Turkmenbashi Junction at the intersection of Ring Road with the Junction at the intersection of the Ring Road Highway 'Ashkhabad—Mary' and railway tracks near Southern part with Turkmenbashi Prospect the settlement of Gyami Two lots of Ring Road 10km long Traffic interchange in the area of 'PK 160' per Three bridge crossings over the connection with bridge structure Karakum River with approaches Transport junction at the intersection of Tretya and junctions Pyatiletka Street with K.Kulieva Street together All structures are designed with consideration for maxi- with the traffic interchange with a new bridge mum seismic activity of 9 points and more. crossing constructed under separate contract
TURKMENISTAN 9 10 SCOPE OF WORKS field supervision engineering survey — geodesic plus hydro-geological technical supervision (control of the survey as a general designer) passing of state expertise 'Design Documentation' Stage CLIENT General Design Department of construction in Ahkhabad City passing of state expertise GENERAL CONTRACTOR 'Work documentation' Stage ZAO 'Vozrozhdenie' development of site architectural decisions DESIGN STAGE design of engineering structures 'Design documentation' Stage: 2009 - 2010 design of roads and traffic interchanges street illumination with electric power supply design 'Work documentation' Stage: 2010 landscaping design CONSTRUCTION STAGE SAS&D plus construction technology development 2009 – 2012
TURKMENISTAN 11 Motorway flyovers on the highway Turkmenbashi Airport – national tourist resort 'Avaza'
LOT №1
DESCRPTION 'Project Documentation' Stage: Viaduct of 400 m long within motorway Turkmenbashi General Design function fulfillment Airport – national tourist resort 'Avaza'. 'Work Documentation' Stage: Total structures were designed with consideration for general design maximum seismic activity of 9 points and more. total main structures design Location of the viaduct was conceived for transportation SAS&D design convenience within city districts for the comfort of speedy technical supervision Turkmenbashi Airport approach as well as to national tour- Federal Expertise passing ist resort 'Avaza' together with designed two independent lanes of cozy highway toward Turkmenbashi Town with the CLIENT following basic features: Department of construction in Ashkhabad City deck – solid RC structure of customized design height of the structure – 1.4 m GENERAL CONTRACTOR deck schema – 3х32+4х32+4х32 m ZAO 'Vozrozhdenie' total length – 1,527.84 m DESIGN STAGE viaduct length – 400 m 'Design Documentation' Stage: 2009 - 2010 total length of 11 Exits – 3,800 m 'Work Documentation' Stage: 2009 - 2011 entire area – 51,780 m2 total area of 11 Exits – 60,692 m2 CONSTRUCTION STAGE carriageway clearance - Г – 14.25+14.25 m 2010 - 2011 calculated live loads – А-14, НК-100
12 LOT №2
DESCRPTION SCOPE OF WORKS Design and construction of the motorway bridge (flyover) 'Project Documentation' Stage with total length of 1,300 m within Turkmenbashi Airport General Design function fulfillment approach toward national tourist resort 'Avaza'. 'Work Documentation' Stage The above-mentioned viaduct is located within North- general design West part of speed Turkmenbashi Highway Airport total main structures design approach completed as a shortcut to national tourist SAS&D design resort 'Avaza'. technical supervision Federal Expertise passing STRUCTURES WITHIN HIGHWAY FLYOVER CLIENT continuous composite RC deck structure Department of construction in Ashkhabad City schema — 30x42 m GENERAL CONTRACTOR total length – 1,300 m ZAO 'Vozrozhdenie' flyover width between barriers – 36.3 m entire area – 47,190 m2 DESIGN STAGE 'Design Documentation' Stage: 2009 - 2010 APPROACHES TO VIADUCT 'Work Documentation' Stage: 2009 - 2011 approaches total length – 650 m carriageway clearance – 28.5 m CONSTRUCTION STAGE area of approaches – 23,595 m 2 2010 - 2011
TURKMENISTAN 13 14 Bridge over the Staraya and Novaya Pregolya Rivers in Kaliningrad City
DESCRIPTION This bridge is the essential part of the city public trans- schema: 20 х 42.0 m portation plus exit toward the Highway 'VIA BALTICA' length – 841.05 m to Lithuania, Poland and Western Europe. Two urban composed of four box-shaped steel segments per districts Moskovsky and Leningradsky located on the op- the schema: 9.65+6.2+9.65 m posite banks of the Staraya and Novaya Pregolya Rivers BRIDGE OVER THE STARAYA PREGOLYA RIVER were being connected to each other. (RECONSTRUCTION) FACILITIES AS A PART OF THE ROUTE bridge of 153.06 m long with the carriageway clearance – Г 27.5+2х1.5 m APPROACH FLYOVERS TO THE OVERPASS ACROSS MOSKOVSKY PROSPECT ELEVATED TRAFFIC INTERCHANGE NEAR (CONSTRUCTION) DZERZHINSKOGO STREET (CONSTRUCTION) flyover length – 59.7 m schema: 6+2х14+2х18+14.378+17.554 m schema: 11.0+2х16.0+11.0+5.7 m length –101,932 m slab-girder continuous superstructure made of carriageway clearance - Г 27.5+2х0.75 m prestressed cast in-situ reinforced concrete slab-girder continuous superstructure made of prestressed cast in-situ reinforced concrete VIADUCT OVER THE MOSKOVSKY PROSPECT (RECONSTRUCTION) SCOPE OF WORKS viaduct schema: 19.05+2х25.0+19.05 m 'Project Documentation' Stage total length — 93.7 m general design carriageway clearance — Г 27.5+2х0.75 m bridge conception ELEVATED TRAFFIC INTERCHANGE AT THE INTERSECTION WITH MOSKOVSKY PROSPECT design of bridge and viaduct structures flyover along the route axis construction technology development schema: 6.1+10.9+3 х17.75+11.25 m SAS&D design length – 81.5 m Federal Expertise fulfillment carriageway clearance – Г 27.5+2+(0.75-1.5) m 'Work Documentation' Stage width from 30.7 to 32.0 m general design FLYOVERS ON THE EXITS total main structures design schema: 9.25+2х12.0+4х10.0+9.33 m design of streets and junctions length per 86.6 m construction technology development carriageway clearance – Г 16.5+0.75+1.5 m illumination and power supply design slab-girder continuous superstructures made landscaping design of prestressed cast in-situ reinforced concrete technical supervision
BRIDGE OVER THE NOVAYA PREGOLYA RIVER CLIENT (RECONSTRUCTION) Municipal Authorities of Kaliningrad City, bridge schema: 33+2х42+34.82 m length — 151.82 m JSC 'USK MOST' carriageway clearance — Г 27.5+2х1.5 m GENERAL CONTRACTOR deck continuous composite RC structure of 1.85 JSC 'USK MOST' m height, composed of six steel girders in cross- section of 1.6 m height DESIGN STAGE 'Project Documentation' Stage: 2006 FLYOVERS ON THE ISLAND BETWEEN THE NOVAYA PREGOLYA AND STARAYA PREGOLYA RIVERS 'Work Documentation' Stage: 2006 - 2007, 2010 (CONSTRUCTION) CONSTRUCTION STAGE continuous composite reinforced concrete 2006 – 2012 superstructure of 3.07m height
NORTH - WEST 15 Bridge over the Staraya Pregolya and Novaya Pregolya Rivers, Kaliningrad Berlinsky bridge
DESCRIPTION SCOPE OF WORKS Reconstruction of the bridge over the Staraya Pregolya 'Work Documentation' Stage and Novaya Pregolya Rivers within Southern part of Ka- general design liningrad City Ring Road (Stage II). Construction of new main structures design: piers, decks, bridge with approaches. retaining walls, etc. Bridge is located on the intersection of Southern part of main approaches arrangement Kaliningrad Ring Road between Moskovskiy Prospect and SAS&D entire design launching technology over run of river spans Emelyanova Street of Eastern side of the city. The entire technical supervision length of the bridge structure is 1,490 m with basic fea- Federal Expertise passing tures as follows: CLIENT bridge length – 640 m Direction of Road Sector of Kaliningrad area approaches length –850 m bridge schema: (3х27.0)+(36.4+64.5+36.4)+ GENERAL CONTRACTOR +3х(3х27.0)+(36.4+64.5+36.4)+(3х27.0) m JSC 'USK MOST' clearance - 2х Г-13,25 with sidewalks per 1.5 m DESIGN STAGE total area of the lower bridge section – 10,700 m2 2011 - 2012 cast-in-situ RC piers of piled foundation composite RC deck structures CONSTRUCTION STAGE comfortable navigation is being ensured 2011 - 2012
16 NORTH - WEST Low-level bridge over the Amurskiy Gulf between De-Fris peninsula and Sedanka settlement, Vladivostok
DESCRIPTION SCOPE OF WORKS Highway village Noviy - Peninsula De-Fris - Sedanka – 'Work Documentation' Stage Patrokl Bay with bridge (overpass) De-Fris – Sedanka. general design City bridge in Vladivostok city connecting Peninsula De- total main structures design Fris with Sedanka settlement. design of motorway with junction STRUCTURES COMPOSED OF ROUTE underground pedestrian crossings design BRIDGE OVER THE AMURSKIY GULF WITH MAIN development of SAS&D FEATURES AS FOLLOWS: construction technology bridge total length – 4,380 m MS design 16 continuous composite RC girders with each illumination and power supply arrangement panel per 273.8 m long sewage facilities completion bridge schema: 42.4+3х63+42.4 m utilities network rearrangement width – 23.88 m heating boilers modification clearance - 2(Г10) technical supervision sidewalks – 2х1.0 m Federal Expertise passing HIGHWAY carriageway width – 2 х 7.5m =2х(2х3.75) m CLIENT dividing lane width – 2.7 m Department of Road Section of Primorskiy Kray technical approaches – 2х0.75 m GENERAL CONTRACTOR TRANSPORTATION INTERCHANGE WITHIN ZAO 'TMK' MAKOVSKOGO STREET AND FLYOVER type of transportation interchange – 'clover' DESIGN STAGE flyover schema – 4х24 m 2010 – 2011 material – RC girders flyover total length – 101.42 m CONSTRUCTION STAGE clearance - 2(Г-14.25 m) 2010 – 2012
PRIMORSKIY KRAY 17 Section of Ring-Road 'KAD' around Saint-Petersburg from Priozerskoe Shosse up to motorway 'Russia', Lot №5
18 DESCRIPTION flyover 4: entire length — 96.70 m, Г-19.0, w=21.1 m First stage of Ring-Road 'KAD' construction around flyover 5: entire length — 240.0 m, Г-19.0, w=22.5 m the city of Saint-Petersburg started from Priozerskoe flyover 6: entire length — 236.23 m, Г-19.0, w=21.1 m Shosse up to highway 'Russia', (PK 750+00 — PK flyover 7: entire length — 266.44 m, Г-19.0, w=22 m 795+72.43). Lot 5. with basic features as follows: site location: PK 750+00 & PK 795+72.43 SCOPE OF WORKS entire length: 3,576.85 m + Belyaevskiy Arch Bridge 'Design Documentation' Stage over the Okhta River 332.6 m tender documentation development 'Work Documentation' Stage STRUCTURES COMPOSED OF ROUTE general design BELYAEVSKIY ARCH BRIDGE total main structures design basic features as follows: SAS&D, MS and construction technology design 161.4 m, Г-19.0 (arch span Lр=160 m) technical supervision 161.2 m, Г-19.0 (Lp=48.4+63+48.4 m) Federal Expertise passing TRANSPORTATION INTERCHANGE AT THE CLIENT INTERSECTION OF KAD WITH RYABOVSKOE Federal State Institution 'Directory of Ring SHOSSE PK 774+62 Road construction of Saint-Petersburg' Exit length: 1 — 3 – 737.29 m , Г-9 Exit length: 2 — 3 — 717.49 m, Г-9 'Saint-Petersburg-Dorservis Ltd', JSC 'MO-19' Exit length: 4 — 319.55 m, Г-7 GENERAL CONTRACTOR retaining wall length per Exit 1 — 152,63 m, Г-9 JSC 'MO-19', 'Flora' Ltd retaining wall length per Exit 2 — 142,2 m, Г-9 DESIGN STAGE VIADUCT NEAR RZHEVKA RAILROAD STATION 2007 – 2008 flyover 1: entire length — 216.64 m, Г-19.0, w=22 m flyover 2: entire length — 115.92 m, Г-19.0, w=21.2 m CONSTRUCTION STAGE flyover 3: entire length — 355.76 m, Г-19.0, w=22 m 2008 – 2010
SAINT-PETERSBURG 19 Speed Highway along the Dam of Saint-Petersburg by Bronka Railway Station
20 DESCRIPTION form RC deck girders (span length from 25 up to 54m) Second stage of speed Ring-Road 'KAD' construction with 2.1 m height around the city of Saint-Petersburg composed of Dam navigation passage С2 with schema (18+33+12+33)m, structures D1-D3, including navigation passage C-1 with being completed with angle of 67° to the main railroad main features as follows: track navigation passages С2, С3 – for one-way two-lane lanes quantity – 6pcs. traffic basic schema: 3х3.75 m+3.00 m+3х3.75 m navigation passages С4, С5 – for one-way one-lane total length of motorway – 8km comprised of bridges traffic with service passages per 0.75 m over fairway and culverts В1 & В2, within Ring-Road exits 1, 2, 3 with retaining walls per 212 m, plus viaducts and transportation interchanges exits 122 m & 88 m STRUCTURES WITHIN MOTORWAY SCOPE OF WORKS SPEED HIGHWAY 'Design Documentation' Stage Along the Dam D-1 structure of SPb Ring Road general design MOTORWAY 'КAD' initial data collection and in-service engineering Within section of PK0-PK8+46.30 together with piled structures survey foundation arrangement scope of works design and approval of architectural solutions roadway design KRASNOFLOTSKOE HIGHWAY illumination design Highway has been reconstructed with new drainage sys- power supply fulfillment tem arrangement including the set of reinforced retaining drainage design walls construction with 6-12 m height. sewage design ROAD EXITS waste-disposal plant design Composed of the set of retaining walls of 14 m within the design of noise protection facilities distance of 860 m long existing utilities rearrangement design landscaping design ENGINEERING STRUCTURES С1, С2, С3, С4 AND С5 Federal Expertise passing Completed as bridge crossing structures with com- fortable and convenient transportation exits to CLIENT Authority of Dam Complex of Ministry Saint-Petersburg Ring Road 'KAD' including retaining of Regional Development walls arrangement KRASNOFLOTSKOE SHOSSE GENERAL CONTRACTOR navigation passage С1 with KAD intersection 'DSK' Ltd navigation passages С2, С3, С4, С5 with railroad in- DESIGN STAGE service intersection 2008 - 2009 navigation passages С1, С2 – fulfilled via straight RC deck girders CONSTRUCTION STAGE navigation passages С3, С4, С5 – fulfilled via curved 2008 - 2011
SAINT-PETERSBURG 21 Flyover to Piskarevskiy Prospect from Rustavely Street to Motorway 'KAD', Saint-Petersburg, Russia
DESCRIPTION flyover width – 12.8 m Viaduct on Piskarevskiy Prospect from Rustavely Street SCOPE OF WORKS up to motorway 'KAD', Saint-Petersburg including the 'Design Documentation' Stage existing utility network rearrangement out of the site area general structural decisions elaboration to ensure convenient connection of Piskarevskiy Prospect SAC&D design with Motorway 'KAD' Federal Expertise passing STRUCTURES WITHIN MOTORWAY 'Work Documentation' Stage general design VIADUCT OVER THE RAILROAD STATION 'RUCHI' utilities rearrangement material – cast in-situ prestressed RC design of main structures, facilities schema: 5х24+4х24 m and SAS&D development total length – 216 m roadway network arrangement width – 26.1 m and landscaping estimation completion RETAINING WALLS ALONG PISKAREVSKIY PROSPECT CLIENT material – prestressed RC Authority of transport construction of Saint-Petersburg length- 85.8m and 76.4 m GENERAL CONTRACTOR height – up to 4.1 m ZAO 'Vozrozhdenie'
VIADUCT OVER 'KAD' DESIGNED PER ONE - WAY DESIGN STAGE TRAFFIC WITH COMPOSITE RC DECK 2008 - 2010 s c h e m a : 17. 6 +2 х 3 3 +17. 6 m CONSTRUCTION STAGE total length – 105 m 2008 - 2011
22 SAINT-PETERSBURG Flyover within Piskarevskiy Prospect over the railroad by Piskarevska Station, Saint-Petersburg
DESCRIPTION Federal Expertise passing Piskarevskiy Prospect Viaduct reconstruction over the 'Work Documentation' Stage Piskarevska Railroad Station including two motorways general design and one train track with pedestrian tunnel. Total length total main structures design 1.09 km on the Piskarevskiy Prospect plus 0.8 km SAS&D development from Ekaterininskiy Prospect toward Brusova Street. MS design technical supervision STRUCTURES WITHIN MOTORWAY TWO MOTORWAY FLYOVERS, HIGHWAY МР3 CLIENT carriageway – asphalt - concrete 'Trest Lenmostostroy' Ltd schema 25.5+(9.5)-29+(10.55)m Board of Transportation Directory roadbed 41.5 – 45 m GENERAL CONTRACTOR TRAM VIADUCT 'Trest Lenmostostroy' Ltd PEDESTRIAN TUNNEL NEAR KURAKINA STREET DESIGN STAGE total length 62 m 2006 - 2007 composite structure CONSTRUCTION STAGE SCOPE OF WORKS 2006 - 2007 'Design Documentation' Stage main structures design architectural solution development construction MS development tender documentation completion
SAINT-PETERSBURG 23 Flyover in Sestroretsk Town
DESCRIPTION Viaduct reconstruction located within 734km of the Highway Moscow-Saint-Petersburg - Sestroretsk. The viaduct is placed between Primorskoe Shosse and Mosina Street.
area total length – 900 m SAS&D development flyover length – 164.6 m MS design s c h e m a : 17. 0 +7х 17. 8 +17. 0 m estimate documentation width — 23.73 m technical supervision deck length — 158.6 m Federal Expertise passing SCOPE OF WORKS CLIENT 'Design Documentation' Stage Authority of transport construction of SPb general design GENERAL CONTRACTOR main structures design 'Trest Lenmostostroy' Ltd construction MS development Federal expertise passing DESIGN STAGE 'Work Documentation' Stage 2003 - 2004 total main structures design CONSTRUCTION STAGE construction technology development 2003 - 2005
24 SAINT-PETERSBURG Bridge over the Volkhov River at the approach to the town of Kirishi
DESCRIPTION UNDERBRIDGE Bridge crossing over the Volkhov River at the ap- length – 543 m proach to the town of Kirishi, Leningrad Region. The bridge being a part of the highway provides transport SCOPE OF WORKS link between Kirishi and 'Zuyevo – Novaya Ladoga' mo- 'Design Documentation' Stage tor way and with the system of regional roads. The general design bridge crossing is conceived in the western part of design of basic structures the town of Kirishi per 23 m downstream from the development of construction technology axis of the busy highway bridge over the Volkhov River. SAS&D arrangement The above-mentioned bridge connects Leningradskoe project for organization of bridge crossing Shosse with Leningradskaya Street. construction estimate documentation completion FACILITIES BEING A PART OF THE ROUTE passing of Federal Expertise BRIDGE ACROSS THE VOLKHOV RIVER schema: 66+84+124+84+66 m CLIENT total length – 1,486.8 m 'Lenavtodor' State Institution width – 15.25 m DESIGN PERIOD steel reinforced concrete continuous spans 2007 - 2010 APPROACH FROM THE LEFT-BANK SECTION length – 460 m CONSTRUCTION PERIOD 2012 - 2014 APPROACH FROM THE RIGHT-BANK SECTION length – 592 m
NORTH - WEST 25 26 Bridge over the Volkhov River in Veliky Novgorod
DESCRIPTION total steel weight – 6,779 t Motorway road 'Veliky Novgorod – Khutin' up to Highway Navigation span of 9m height and 90m width in accord- 'Veliky Novgorod – Luga' with bridge crossing over the ance with Technical Specifications of 'Volgo-Balt Shipping Volkhov River. Company'. STRUCTURES WITHIN MOTORWAY RIGHT BANK VIADUCT Motorway located on intersection of streets, lanes as JUNCTION №5 well as with flyovers plus junctions by Volkhkov River and Located within intersection of Soviet Army Street Donets Creek JUNCTION №6 TRANSPORTATION INTERCHANGE № 1 Placed within intersection of Bolshaya Moskovskaya The junction is designed on intersection of Sirkovskoe Street (PK-61) on the right river bank. The above viaduct Shosse with transportation round about and Sirkovskoe crosses the highway with arranged comfortable exits for Shosse Viaduct motorists. Single span reinforced concrete bridge cross- TRANSPORTATION INTERCHANGE №2 ing over the Donets Creek. Structure is fulfilled on intersection of Energetikov Lane UNCTION №7 with passage arrangement under the flyover One-level structure within Khutin Motorway (PK-78) TRANSPORTATION INTERCHANGE №3 JUNCTION №8 Junction is placed on busy intersection of Rabochaya Located within intersection of Derzhavina Street with ar- Street ranged cycling lanes and pedestrian lanes (PK 55 + 35.78) TRANSPORTATION INTERCHANGE №4 plus comfortable elevators for handicapped people WITH CURVED EXITS Site is designed on intersection of Bolshaya SCOPE OF WORKS Sankt-Petersburgskaya Street with cozy 'Design Documentation' Stage transportation exits arrangement general design design of main structures BRIDGE OVER THE VOLKHOV RIVER roadway design Basic features: development of architectural conception bridge schema: 42+6х63+84+99+84+63+84+63 m illumination design total length – 904 m SAS&D and construction MS design carriageway width – 29.0 m technical supervision 2 lanes per each direction with width - 4 m Federal Expertise passing and 3.5 m 4 one way barriers having width per 0.5 m CLIENT dividing lane width – 2.0 m JSC 'Novgorogavtodor' 2 pedestrian lanes with width per – 3 m DESIGN STAGE clearance - 2хГ – 9.5+2х3.0 m 2009 - 2010 pier 13 is arranged via customized staircases decks – composite RC continuous girders CONSTRUCTION STAGE total RC volume– 33,306 m2 2009 - 2014
NORTH - WEST 27 28 Bridge over the Volkhov River, M-18 'Kola' Highway
DESCRIPTION length – 95.45 m width – 9.5 m Projects regarding reconstruction of irreparable bridges total area – 1,346.6 m (construction and reconstruction of bridges and over- passes), 'Reconstruction of the bridge over the Volkhov TRAFFIC INTERCHANGE AT THE INTERSECTION River at km 122+085 of M-18 'Kola' motor road from OF M18 'KOLA' HIGHWAY AND A115 MOTORWAY Saint-Petersburg through Petrozavodsk, Murmansk, Section between the town of Novaya Ladoga and Staraya Pechenga to Norway border ('Borisoglebsk' International Ladoga town on the left bank Automobile Border-Crossing Point), Leningrad Region.' OVERPASS PLACED BY A115 HIGHWAY The purpose of reconstruction is to fulfill modern op- schema: 33+42+37.5+31.35 m erational requirements both in navigation (to ensure flyover length – 143.85 m box-girder composite reinforced concrete an underbridge navigable clearance of 13.5 x 120 m in continuous superstructure of customized design accordance with the specifications of 'Volgobalt' State- width – max. 16.5 m Financed Shipping Entity), and the demands regarding total area – 2,429.1 m2 vehicle pass improvement together with perspective length of retaining walls – 403.2 m traffic increase. Road works: Construction of this comfortable bridge was fulfilled along total length of 'Kola' Federal Highway reconstructed the new axis with the exception of long-term closure of section – 1,832 m busy traffic jam along the carriageway and rearrange- carriageway area – 67,060 m2 ment of fairway axis in accordance with the requirement landscaping total area – 88,660 m2 of 'Volgobalt' State-Financed Shipping Entity. SCOPE OF WORKS FACILITIES AS A PART OF THE ROUTE 'Design Documentation' Stage BRIDGE ACROSS THE VOLKHOV RIVER general design all basic structures design schema: 63+84+126+84+2х48+39+54+39 m design of roads and traffic interchanges box-girder composite reinforced concrete construction method statement continuous superstructure of special design work performance procedure length – 596.9 m design of lighting and electricity width – 29 m landscaping design 2 underbridge clearance 120х13.5 m passing of Federal Expertise number of traffic lanes – 4 total area – 2х8,655.05 m2 CLIENT 'Sevzapupravtodor' Federal State Institution TRAFFIC INTERCHANGE AT THE INTERSECTION ('North-West Federal Highway Administration') OF M18 'KOLA' HIGHWAY AND A114 MOTORWAY LOCATED AT THE SECTION ISSAD – BEREZIE DESIGN STAGE SETTLEMENTS ON THE RIVER-BANK. 2007 – 2008 FLYOVER WITH EXIT TO A114 HIGHWAY composite reinforced concrete continuous span CONSTRUCTION STAGE schema: 27+36+27 m 2009 – 2016
NORTH - WEST 29 30 Bridge over the Sheksna River near Arkhangelskaya St., Cherepovets
DESCRIPTION SCOPE OF WORKS Two pylon cable-stayed motor-road urban bridge with the general design approach flyovers on the main street with very intensive design of basic structures (bridge and approach traffic, connecting Zarechensky and Zasheksninsky Dis- flyovers) tricts of the city of Cherepovets near Arkhangelskaya St. integrated design development of architectural solutions bridge crossing design length – 2,000 m design of SAS&D and Construction Method Statement total length — 1,166.85 m road design schema: 4х63+63+64+98+220+98+64+63+ illumination design +3х63+42 m navigation signaling design height of RC pylons— 91 m design of aviation signaling reinforced concrete pylons landscaping design stays length — 5,428 m technical supervision weight of stays— 325 t composite reinforced concrete superstructures CLIENT number of lanes – 6 Department of Capital Construction and Repair carriageway overall dimension – 2(Г-14.25) of Cherepovets City Administration sidewalks – 2х3.0 m underclearance – 180 m DESIGN STAGE height of underbridge clearance within a main span 2010 - 2011 – 17 m
NORTH - WEST 31 32 Bridge over Ural River in Magnitogorsk
DESCRIPTION width – 22.15 m Fifth bridge over the Ural River from Kalmykova St. to area – 1,768 m2 Chkalova St. within the city of Magnitogorsk. Urban bridge SCOPE OF WORKS provided the convenient vehicle access from residential 'Design Documentation' Stage areas on the right bank side of the city to special economic general design zone – Magnitogorsk Iron and Steel Works, LLC on the left design of basic structures (bridges, overpasses, bank of the Ural River, as well as bypassing the inhabited traffic interchanges) locality with the exit to the Ring Road. Starting point of architectural solutions development the route is located at the intersection of Truda St. and design of motor road Kalmykova St. on the right bank of the Ural River. Final point development of construction technology of the route is located at the intersection of Chkalova St. financial estimates and Shota Rustaveli St. on the left bank of the Ural River. Federal Expertise passing Overall length – 6,041 m 'Work Documentation' Stage FACILITIES BEING A PART OF THE ROUTE general design AUTOMOBILE ROAD WITH INTERSECTION OF design of basic structures TRUDA ST. AND KALMYKOVA ST. TOGETHER WITH development of SAS&D technology THE TRAFFIC INTERCHANGE LOCATED AT THE design of Construction Method Statement DIFFERENT LEVELS ON THE APPROACH TO THE removal of utilities BRIDGE CROSSING OVER RADUZHNAYA ST., RIGHT financial estimates BANK OF THE URAL RIVER. section length – 2,087 m CLIENTS width – 50 m Magnitogorskinveststroy Municipal Institution, Municipal area – 104,350 m2 Entity, Magnitogorsk Urban District of Chelyabinsk Region BRIDGE OVER THE URAL RIVER DESIGN STAGE schema: 63.0+12х84.0+63.0+42 m 2007 - 2008 length – 1,187.74 m width – 42.7 m CONSTRUCTION STAGE 4 lanes per 3.75 m 2010 - 2015 area arranged for the future tram tracks steel weight – 13,563 tonnes concrete weight – 44,214 m2 area – 50,717 m2 EXIT FROM THE BRIDGE TOWARD KOSMONAVTOV HIGHWAY AND DOUBLE-LEVEL TRAFFIC INTERCHANGE LOCATED AT THE INTERSECTION WITH KOSMONAVTOV HIGHWAY, LEFT BANK OF THE URAL section length – 3,455.23 m, including the junction with two exits plus overpass: length – 2,120 m width – 22 m area – 46,640 m2 AUTOMOBILE ROAD ON SHOTA RUSTAVELI STREET WITH THE OVERPASS ACROSS THE RAVINE AND THE INTERSECTION WITH CHKALOVA STREET section length – 1,643 m width – 50 m area – 82,150 m2 Overpass across the ravine: schema: 3 x 24 m length – 79.8 m
URAL 33 34 Bridge over the Volga River in Tver (Western Bridge) DESCRIPTION Bridge is placed in a densely populated area of the town of HIGHWAY OVERPASS ACROSS RAILROAD Tver and includes automobile road from Petersburgskoye TRACKS ON THE PETERBURGSKOE HIGHWAY (GORBATY BRIDGE) Shosse to Kalinina Prospect (near Komsomolskaya Square composite reinforced concrete continuous spans – the Tmaka River) being in parallel to the railroad track of customized design with motorway viaduct over railroad tracks along Peters- length – 158.47 m burgskoye Shosse (Gorbaty Bridge), bridge over the Volga schema - 40+47+40 m River (Western bridge), railway overpass across Kalinina width between the railings – 26.1 m Prospect. area – 4,136 m2 Bridge crossing section length: Total length: 3,003.09 m RAILWAY VIADUCT OVER KALININA PROSPECT, Number of lanes: 4 NORTHERN APPROACH VIADUCT girder steel simple span of special design with the TRAFFIC INTERCHANGE roadway below WITH THE PETERSBURGSKOYE SHOSSE: length – 70.9 m Petersburgskoye Shosse – 693.65 m schema – 27+27 m Lanes – 4 number of tracks - 2 1 Exit – 340.10 m, 3 lanes width between the railings – 12.5 m 2 Exit – 306.7 m, 3 lanes area – 886.25 m2 3 Exit – 94.2 m, 1 lane SCOPE OF WORKS JUNCTION ON KOMSOMOLSKAYA SQUARE: 'Design Documentation' Stage Kalinina Prospect - Lenina Prospect – 282.50 m general design circular traffic – 453.33 m Federal Expertise passing Number of lanes: 'Work Documentation' Stage Kalinina Prospect – 8 general design Lenina Prospect – 4 CLIENT circular traffic – 3 Department of Architecture FACILITIES AS A PART OF THE BRIDGE CROSSING and Construction of Tver administration HIGHWAY BRIDGE OVER THE VOLGA RIVER GENERAL DESIGNER steel continuous superstructure SC 'Institute Giprostroymost – Saint-Petersburg' abutments and intermediate piers made of reinforced concrete on a piled foundation DESIGN STAGE length - 349.57 m 'Design Documentation' Stage: 2013 – 2014 schema - 99+126+99 m 'Work Documentation' Stage: 2014 width between the railings – 38.05 m CONSTRUCTION STAGE area – 13,301 m2 2015 - 2016
TVER OBLAST 35 Chusovaya River Bridge in Perm City Reconstruction
DESCRIPTION OLD REINFORCED CONCRETE VEHICLE OVERPASS Reconstruction of the Perm-Berezniki Highway, section ABOVE THE RAILWAY (EXTENSION} of the bridge over the Chusovaya River km 22+157 – km schema: 6х24 m 25+780. Initial part of the above-mentioned section of the flyover total length — 136.51 m Federal highway is located within the city of Perm running overall dimension – 2 х 15.25 m 2 along the left bank of the Chusovaya River. Section length viaduct area – 4,859 m is 3.62 km, including the bridge over the Chusovaya River number of lanes – 6 – 1,504 m. SCOPE OF WORKS 'Design Documentation' Stage FACILITIES AS A PART OF THE ROUTE general design MOTOR ROAD. APPROACHES RECONSTRUCTION design of basic structures (bridge over the entire length – 1.98 km Chusovaya River and railway overpasses) number of lanes – 4 approaches reconstruction design width of the lane on the approaches – 3.75 m construction method statement dividing lane width on the approaches – 5 m estimate calculation of the motor road section design speed – 120 km/h reconstruction presentation of design and estimate NEW STEEL GIRDER BRIDGE documentation to FSI 'Glavgosexpertiza OVER THE CHUSOVAYA RIVER of Russia' schema: (4х84)+(84+126+5х147+126+84)m expertise support overall length – 1,504.4 m Federal Expertise passing total dimension – 11.5 m entire area – 22,560 m2 CLIENT Road Agency of the Perm Region TWO RAILWAY OVERPASSES (RECONSTRUCTION) GENERAL CONTRACTOR ABOVE THE NEW HIGHWAY Automobile Roads Department of the Perm Region new overpasses schema: 9m (reinforced concrete) DESIGN STAGE + 66 m (steel) + 9 m (reinforced concrete) +11 m 2007 – 2011 (reinforced concrete) + 9m (reinforced concrete) total length of each overpass - 113.34 m CONSTRUCTION STAGE 2011 – 2014
36 URAL Traffic interchange at the intersection of Krasnoputilovskaya St. with the railroad tracks, Saint-Petersburg
Design Proposal Total length - 800.53 m DESCRIPTION FLYOVERS OF THE LEFT EXIT FROM CHERVONNOGO Traffic interchange at the intersection of Krasnoputilovs- KAZACHESTVA ST. TO KRASNOPUTILOVSKAYA ST. kaya St. with the railway tracks of Avtovo Station - Narvskaya schema: (3x42.0+63.0+42.0+41.8)+(41.8+3x42.0+ Station. Proposed work boundaries: from Avtovskaya St. to +63.0+2x42.0)m Narodnogo Opolcheniya Prospect. Overpasses over the rail- road tracks. entire length – 594.8 m First stage SCOPE OF WORKS FLYOVER NEAR KRASNOPUTILOVSKAYA ST. 'Design Documentation' Stage Girder and slab type superstructures general design schema: (5x16.0)+(18.0+30.0+40.0+30.0+2x21.5+4x30)+ +(11+16.0)+(30.0+36.0+24.0+2x29.0)m determination of the traffic interchange concept Overall length – 685 m design of overpasses structures Second stage construction technology design FLYOVERS OF THE RIGHT EXIT FROM construction method statement KRASNOPUTILOVSKAYA ST. TO CHERVONNOGO Federal Expertise passing KAZACHESTVA ST. Continuous composite reinforced concrete CLIENT superstructures according to the following schema was Authority of Transport Construction of SPb conceived: (2х2.0+42.0+63.0+32.3+30.0+41.85)+ DESIGN STAGE +(41.85+4х42.0+63.0+41.8)+(41.8+3х42.0+39.0+22.8) m 2006 - 2008
SAINT-PETERSBURG 37 Kama River Bridge in Perm Design Proposal
DESCRIPTION four traffic lanes (including the safety one), width – 27.5 m Bridge over the Kama River, which provides connection of carriageway total width – 30.6 m the Northern and Eastern bypass roads of the city of Perm. overall length – 1,500 m Three options of the bridge crossing were considered: CABLE-STAYED SYSTEM line 1 – Verkhnekurinskaya St.– Svobody St. two pylon bridge, A-shaped pylons line 2 – Krisanova St. –'Kamskaya Dolina' district main span – 520 m line 3 – Okulova St. –'Kamskaya Dolina' district bridge schema: 250+520+250 m Line 3 was recommended as a result of engineering stays location: two planes of the 'Fan' system and economical comparison of the above options. pylons height – 160 m OPTIONS OF ARCHITECTURAL SOLUTIONS left-bank approach: ramp section, which passes into a EXTRADOSED SYSTEM closed tunnel cross-section under the motor roads superstructures of prestressed concrete of section total length – 1,256 m Eхtradosed System ARCH SYSTEM four-span bridge according to the schema: four-span bridge according to the schema: 150+260+260+150 m 160+300+260+160m with approach flyovers reinforced concrete pylons made of cast in-situ RC middle span length – 880 m
38 arched, simple, steel spans with expansion joints LOKOMOTIVNAYA ST. AND SCHOSSEYNAYA ST. 'rigid arch with a flexible tightening' combined system various levels plus circular traffic for the comfort of motorists with a roadway below and pedestrian safety including transferring the tram traffic 4 traffic lanes (including the safety one) to a new direction width – 27.5 m SCOPE OF WORKS carriageway total width – 30.6 m general design entire length – 1,500 m front-end engineering design FACILITIES AS A PART OF THE ROUTE Federal Expertise passing TRAFFIC INTERCHANGE ON MAGISTRALNAYA ST. CLIENT BY SPESHILOVA ST. 'Permblagoustroystvo' Municipal Institution Type: 'tube' with the preservation of the old overpass over the railway, fuel filling station and State Road STATE CLIENT Safety Inspectorate Road Patrol Service. 'Vneshnee blagoustroystvo' Municipal Institution, Perm ROAD INTERCHANGE AT THE INTERSECTION SUBCONTRACTORS OF THE CITY OF PERM OF BORTSOV REVOLUTSII STREET 'Permgrazhdanproekt' LLC; Type: 'clover' Perm State Technical University JUNCTION AT THE INTERSECTION WITH OKULOVA ST., DESIGN STAGE STROITELEY ST., BOLSHEVISTSKAYA ST., LENINA ST., 2008
URAL 39 bridges tunnels sport civil engineering footbridges embankments structures design & berths
general design of sophisticated field monitoring construction design constructions engineering supervision of structures technology analysIs SC INSTITUTE GIPROSTROYMOST - SAINT-PETERSBURG
Yablochkova str. 7, Saint-Petersburg, Russia, 197198; e-mail: [email protected]; www.gpsm.ru