Sc Institute Giprostroymost - Saint-Petersburg

SC INSTITUTE GIPROSTROYMOST - SAINT-PETERSBURG

1 The cities where structures have been constructed on SC ‘Institute Giprostroymost-Saint-Petersburg’ projects

Murmansk

Kaliningrad Riga St. Petersburg Petrozavodsk Kirishi Arkhangel'sk Velikiy Novgorod Cherepovets Ivanov Bor

Smolensk Tver' Vologda Moscow Kotlas

Nizhniy Novgorod

Nadym Perm Khanty-Mansiysk Kerch Samara Kamensk-Shakhtinskiy Kamensk-Ural'skiy Adler Ufa Volgograd Magnitogorsk Astrakhan'

Novosibirsk Astana

Abakan

Ussuriysk

Ashgabat Vladivostok Nakhodka ABOUT US

1945 – The company was created from the Design Group of ‘Mostotrest №6’ in USSR in Leningrad 1968 – Design Group was transformed into ‘Leningrad Special Design Department Bureau of Glavmoststroy’ 1986 – ‘Leningrad Special Design Department Bureau of Glavmoststroy’ became Government Company ≪Institute Giprostroymost’ 1994 – Government Company ‘Institute Giprostroymost’. was transformed to Joint Stock Company ≪Institute Giprostroymost’. 2000 – Was formed Joint Stock Company ‘Institute Giprostroymost –Saint-Petersburg’ 2004 – JSC ‘Institute Giprostroymost – Saint-Petersburg’ was transformed to Stock Company ‘Institute Giprostroymost – Saint-Petersburg’

Two our main buildings are located in city SC “Institute Giprostroymost - Saint-Petersburg” is the best Design Company in Russian Federation. Institute center not far from Saint Peter & Paul Fortress, has vast experience in the realm of bridge crossings and complicated transportation facilities in different region of in the heart of Saint-Petersburg. The company Russia from Kaliningrad to Vladivostok. Over the years, the Institute has designed more 700 objects of transport has branches in Moscow, Perm, Vladivostok, infrastructure in different regions of Russia, as well as Vietnam, Finland, Latvia, Kazakhstan, Turkmenistan. Simferopol, Riga (Latvia).

Kaliningrad

Riga Saint-Petersburg

Moscow Simferopol

Perm

Vladivostok

3 OUR EXPERTISE

Design

highway bridges underground structures railway bridges embankments and mooring berths combined bridges retaining walls highways reinforced mounds streets and road interchanges buildings and structures of different heights viaducts and flyovers sophisticated floors of buildings and structures transport tunnels foundations in complex environment

General Design Development of construction technology of bridge and transport structures Development of projects for special auxiliary construction and devices (SAC&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 Design of technological solutions for objects of nuclear power engineering and industry and its complexes Development of justification of radiation and nuclear protection

4 СOMPANY RESOURCE

Specialists of our company have been awarded by Honorary Letters and Commendations from Governor of Saint-Petersburg, Governor of Primorskiy Territory and from Ministry of Transportation and Ministry of Regional Development of Russian Federation. Five specialists of our company are the Honorary Constructors.

1 Total staff 469 Totally 263 certified experts of SC ‘Institute Giprostroymost – Saint-Petersburg’ are being involved in our creative 2 Higher education 441 scope of works in the area of bridge and tunnels design 3 Candidates of science 3 (including PhD & Doctors).

№ Index number 1 Design specialists 263 2 Project Managers 67 3 technicians 23 4 IT specialists 8 5 Cost estimate design specialists 12 6 Architects 5 7 Analytical assessment specialists 8 8 Technical Department 16 9 Administrative staff 35 10 field personnel 32 11 Administrative staff 70

6 KEY PERSONS OF COMPANY YURI LIPKIN IGOR KOLYUSHEV Chairman of Board of Directors and Financial Director. Technical Director PhD IABSE & FIB member Education: Education: Construction Engineer ‘Bridges & Tunnels’ Graduate 1959 Construction Engineer ‘Bridges & Tunnels’ Graduate the Petersburg State Transport University. 1980 the Petersburg State Transport University. From 1974 up to 2006 General Director of SC ‘Institute Giprostroymost Saint-Petersburg’. From 1985 up to 1990 Engineer of Institute From 2006 Chairman of Board of Giprostroymost Saint-Petersburg. Directors and Financial Director From 1990 up to 1997 Project Manager of Institute Giprostroymost Saint-Petersburg. From 2006-2014 General Director SC”Institute Giprostroymost Saint-Petersburg” ILYA RUTMAN From 2014 - Technical Director General Director Education: Construction Engineer ‘Bridges & Tunnels’ Graduate OLEG SKORIK 1987 the Petersburg State Transport University Experience in construction since 1987 Design Director From 2014 - General Director Education: Construction Engineer ‘Bridges & Tunnels’ Graduate 1997 the Petersburg State Transport University.

SERGEY GILBURD From 1994 Engineer of Institute Chief Designer Giprostroymost Saint-Petersburg Education: From 1997 up to 2001 Project Manager Construction Engineer ‘Bridges & Tunnels’ Graduate From 2008 Managing Director of SC ‘Institute 1985 the Petersburg State Transport University Giprostroymost Saint-Petersburg’ From 1993 Project Manager of SC ‘Institute From 2012 – Design Director Giprostroymost Saint-Petersburg’ From 2005 Technical Director of SC ‘Institute Giprostroymost Saint-Petersburg’

7 Staff Training & Skill Improvement Tradition of our enterprise is the good relationship with the Petersburg State Transport University. Outnumber engineers of our Company as well as our management - those who graduate the Petersburg State Transport University. Among them General Director ILYA RUTMAN, Chairman of Board of Directors Yuri Lipkin, Technical Director Igor Kolyushev, Chief Designer Sergey Gilburd, Design Director Oleg Skorik, etc. Chairman of Board of Directors Yuri Lipkin as well is the Chairman of Board of Examination in the Petersburg State Transport University. Dozen our designers as well are tutors at this University – the oldest enterprise in Russian Federation. Vladimir Slivker PhD teaches at St. Petersburg State Polytechnic University. Lectures and seminars are being conducted within several institutes as well as the Petersburg State Transport University on faculty ‘Bridges & Tunnels’. Courses relating production procedure safety measures are being conducted permanently in Rostehnadzor.

New Design and Technology SC ‘Institute Giprostroymost Saint-Petersburg’ is the Design Company being implemented modern technology and methodology in bridge design field. Prestressed and composite structures plus stay cable systems are widely applied in our approach to challenging tasks.

Our experience means more than 300 innovations. About 200 innovations were implemented in bridge construction field For the purpose of fulfillment of sophisticated tasks up-to-date technique such as comfortable software and hardware made by GTSTRUDL, STRUCTURE CAD & Midas, LUSAS BRIDGE , XSTEEL TEKLA are available.

Our archive allows us to accomplish various tasks and processes in time and cost effective way.Our Analytical Department is being conducted several home softwares. For instance GeomyX & ExpConv to be implemented for cross-section calculations and sophisticated multi level modeling.

8 WORK WITH FOREIGN COMPANIES

logotype Companies names Scope of works

VSL International Ltd

Soletanche Freyssinet Group

FIP INDUSTRIALE S.r.l.

VINCI Design of load bearing COWI GROUP structural elements DYWIDAG-Systems International Skonto Būve, analysis of structures Tiltprojekts, Tilts technical supervision with design

Setec international technology and equipment

delivery MAURER AG

LNK Group

WSP

LAP

FORCE Technology

9 BRIDGES, ROADS, FLYOVERS

Twin bridge crossing the Neva River on ring road around Saint-Petersburg, on site Bolshoy Obuhovskiy Cable-Stayed between Priozerskoe motorway and up to Highway ‘Russia’. Bolshoy Obuhovskiy Cable-Stayed Bridge is the only one not fixed bridges over the Neva River, bridge over the Neva river, connecting Prospect Obuhovskoy Oborony with Oktyabrskaya Embankment. Saint-Petersburg, Russia Project description:

Bridge diagram: 2 х 66+174+382+174+2х66 m deck width is 25 m with a height of 2.5 m deck structure composed of two longitudinal boxed girders with bracing deck clearance is 30 m

elevation

1 2 194000 2х66000=132000 174000 382000 174000 2х66000=132000 126.00 4 86 04 3 2892

cross-section

24000 1205 5695 5100 2480 2445 3431 929 2715

00 25

15 24 2931 2480 2420 3484 Work on the Project: concept of bridge crossing design of structures design of construction technology design of SAC&D construction management project structural monitoring of construction and service periods technical supervision

10 11 Viaduct Alexandrovskaya ferma, Saint-Petersburg, Russia Project description: Overpass over RR stations Saint-Petersburg - Sortirovochniy - Moskovskiy Prospekt along Alexandrovskaya Ferma. Structure of overpass fulfilled as a continuous steel span of box section with orthotropic slab, steel structure of middle span and back spans out of reinforced concrete. Viaduct has curved form with radius of 400 m. Cable-stayed trusses are within plane along overpass axis.

elevation

424700 51200 70000 182300 70000 51200

123 4

pylon 3672 1 2 34 1 780 780 1 cross-section

1 - 1 2 - 2

7Х150 0 23760 23760 19107 390390 750 390390 750 390 2250 8600 2000 8600 390 390 2250 8600 2000 8600 390

22510 6 64446 3 - 3

3811 9 23760 390 390 750 4 - 4 390 2250 8600 2000 8600 390 23940 45022508390 000 2000 8000 750450

1040 3660 1040

7220 3200

14500 14500 31000 31000

12 Project description: diagram of cable-stayed span: 51.2+70.0+182.3+70.0+51.2 m total length – 713.24 m length of Cable-stayed spans – 424.7 m width of carriageway – 23.7 m A–shaped RC pylons height of pylons – 65 m Work on the Project: bridge crossing conception design of main structures of overpass technology of construction design of SAC&D development of Method Statements (MS) structural monitoring during construction stage and service period field supervision

13 Golden Horn Cable-stayed Bridge, Vladivostok, Russia

Project description: Bridge diagram: 45+100+2 х 90+737+2 х 90+100+45 m center span – steel structure of 737 m back span – prestressted RC bridge length – 1,387 m pylon height – 225 m clearance – 60 m width of main girder – 29.4 m height of main girder – 3.5 m weight of stay cables– 1.845 t total area – 43.03 m2

Cable-Stayed Bridge Crossing on federal highway M60 ‘Ussuri’ Khabarovsk -Vladivostok toward Russkiy Island. Bridge structure located in the central part of Vladivostok near by Gogolya and Nekrasovskaya streets on Northern side as well as Kalinina, Fastovskaya and Nadibaidze streets on Southern side. Total length of bridge crossing is 2.1 km.

14 elevation

1388090 41940 90000 90000 100000 737000 100000 90000 90000 41940 4 5 225.750 225.750

1 8 6 3 2

1 2

cross-section pylon

30620 7000 6195306204 7000 2810 4000 3500 3500 3000 3500 3500 4000 2810 2810 4000 3500 3500 3000 3500 3500 4000 2810 0

6 18650 15 42 41 64 3 18 3330 0)

12142 3100 3100 12142 70 30484 54 33293 0 ( 4357

4х3000 000 30620 30620 3 15000 2810 4000 3500 3500 3000 3500 3500 4000 2810 2810 4000 3500 3500 3000 3500 3500 4000 2810

13355 29500 8270

15 16050 50 24 41 18 3330 0

12142 3100 3100 12142 48 15 30484 48619 33293 000 3 65000

Work on the Project: definition of bridge crossing conception structural design technology of assembling design design of SAC&D structural monitoring during stage of construction and service period field supervision

15 Bridge to Russky Island across Eastern Bosphorus strait in Vladivostok, Russia

Cable-stayed bridge on Russkiy island, Vladivostok. One of the world biggest cable-stayed crossing of 1,104 m with the highest pylons and longest stay cables ever build currently.

16 1254 Project description: brige diagram: 60+72+3х84+1104+3х84+72+60 m elevation total bridge length – 1,885.53 m total length with approaches – 3,100 m 1920000 60000 2х85000 2х90000 1100000 2х90000 2х85000 60000 main span – 1,104 m deck width – 29.5 m carriageway width – 23.8 m number of lanes – 4 (2 per one way) clearance – 70 m number of pylons – 2 pylon’s height – 320.9 m number of stays – 168 pcs longest stay cable – 578.08 m cross-section shortest stay cable – 181.32 m

12293 1254 12293 60 60 1229311254 2293 60 245 245 Work on the Project: 5880 5050 500 1000 6180 5400 177 0 320 0 177 0 320 0 design of stage ‘Project’ 580 11600 580 580511600 80 118 5 6600 12760 6600 118 5 6600 127606600 (main structures and SAC&D) 25960 25960 control of technical decisions verification analysis aerodynamic analysis

17 Cable-Stayed bridge over the Sheksna river, Cherepovets, Russia

Two H-type pylon Cable-Stayed Bridge Crossing is being connected Zarechenskiy and Zashekninskiy districts on Arkhangelskaya street in Cherepovets City.

Project description: bridge diagram: 4х63+63+64+98+220+98+64+63+3х63+42 m design length – 2,000 m total bridge length – 1.166.85 m pylon height from the carriageway – 91 m RC pylons length of Stay Cables – 5,428 m weight of stays – 325 t clearance of navigable span – 180 m RC deck number of lanes – 6 elevation clearance – 17 m 1166850

pavement – 2 x 3.0 m 5100 4х63000 63000 64000 98000 220000 98000 64000 63000 3х63000 42000 5300 5000 215.165 Work on the Project: pylon General Design 96.687 7000 33600 design of main structures(bridge and flyover) complex design 32000 3000 architectural desicions cross-section 2450 13000 13000 2450 32000 32000 design of SAC&D 3000

550513000 13000 50 0 89

construction method statement 94 65 55

design of illumination 12 = 28 design of navigation bridge warning hcmp 13100 13100 design of aeronautical bridge warning 0

32000 69 14 improvement design УВВ 1% 102.640 0

field supervision 48 12 000 30000 6 18 Cable-Stayed bridge on highway Adler-Mountain resort ‘Alpica-Service’ elevation 68000

45000 126000 300000 126000

cross-section pylon 0

13440 20

6720 6720 16 00 0 518

1596 3400 3902 3902 3400 1596 9000 17797 000 3 Composite road (highway together with RR) Adler – mountain 000 resort ‘Alpica – Service’. Two pylons Cable-Stayed Bridge 15 Crossing nearby Northern part of Tunnel Complex N3а: 126+300 +126 м 4000

Project description: Work on the Project: bridge diagram: 126+300 +126 m total weight of RC – 8, 900 t ‘Project’ stage: total length – 552 m weight of cable stays – 150 t basic calculations main span – 300 m pylon height from the carriageway – 68 m analytical assessments for wind tunnel tests number of lanas – 2 pylon height from the foundation – 86 m wind tunnel tests analysis total weight of steel – 4, 900 t dynamic analysis

19 South Bridge over the Daugava River with viaducts of approaches in Riga, Latvia

Project description: Extradosed Bridge Crossing over the Daugava River is the structure of 804 m, with spans of 110 m and three level traffic interchanges with RC prestressed spans of 20–42 m. Outstanding landmark of Latvia was completed in 2008. Besides, calculation was accomplished per deck of composite reinforced concrete by our engineers regarding RR viaduct on Slavu Street. Dimension of this viaduct toward right bank of the Daugava River is 42.0 + 2 × 56.0 + 42.0 m. Remarkable Bridge over the Daugava River is the link of Krasta Street with Slavu Bridge of right bank to Bauskas Street of left bank of the Daugava.

Bridge schema : 49.50 + 77.00 + 5 х 110.00 + 77.00 + 49.50 = 804 m Deck structure consists of continuous prestressed RC girder with six pylons above piers 2, 3, 4, 5, 6, 7, together with extradosed stay cable system Bridge width – 34.25 m Pylon height – 12 m Total steel weight – 6.171 t Total RC volume – 23.000 m3 Bridge area 27.537 m2 Work on the Project: General Contractor Design of main structures with viaducts Construction Technology Design Technical Supervision

20 Flyovers of Approaches to South bridge over Daugava river Riga, Latvia

Project description: design of stressed monolithic curved steel concrete flyovers structures design of construction technology field supervision

21 Project description: Motorway Western High Speed Diameter Section from Traffic Interchange in the sector of the Ekateringofka River to Traffic Interchange in in Saint-Petersburg, Russia the area of Shkipersky Protok Street (Stage V of construction) and in the district of Shkipersky Protok Street up to the Right Bank of the Bolshaya Nevka River (Stage V of construction). Site location – Primorsky, Vasileostrovsky and Petrogradsky city districts.

Work on the Project: design of detailed project execution plan design of project and working documentation per Cable Stayed Bridge over the Petrovsky Channel design of SAC&D design of detailed project execution plan Road technical features: Total highway length – 12 km Designated speed – 120 km/h Number of lanes – 8 One way carriageway length – 2х3.50+2х3.75 Emergency lane width – 2.0 m Dividing lane width – 5.0 m (including emergency lane per 1 m) Road pavement – asphalt-concrete Turn radius min. – 500 m Minimum convex turn radius – 8.500 m, concave part – 5.000 m Maximum inclination – 36 %

22 Bridge over Petrovsky channel on Western high-speed diameter (WHSD) in Saint-Petersburg, Russia

Project description: The Bridge Crossing was conceived as a part of the important city Motorway Western High Speed Diameter. The structure is located on convex curve of 10.000 m. Projection of upstream clearance is 166х25 m and downstream clearance is 80х25 m. Foundations of piers were fulfilled as bored piles Ø1.500 mm.

Deck cross-section is presented as a structure of four main girders of 1.76 m height within stay cable system. Abutments composed of six box type main girders of 1.76 m height. Bridge girders were connected via beams on distance of 65 m. (3 m per edge piers).

Composite monolithic carriageway slab thickness is 220 mm. SSI2000 was an option of stay cable system with galvanized strands individually greased and coated with a high-density polyethylene sheath. The strands are used in accordance with the EN10138 standard. Total strands are seven wire 15.7 mm diameter. Designated distance within stays is 13 m.

Technical features: Bridge schema: 60+110+240+110+60 m Total length – 580 m Carriageway clearance 2 х (Г–17.5) RC pylons Pylon heights – 124 m Work on the Project: concept of bridge crossing design of main structures design of construction technology design of SAC&D design of detailed project execution plan structural monitoring of construction and service periods field supervision

23 Bridge over Kola Bay in the City of Murmansk, Russia Project description: The bridge over Kola Bay is the main point, providing automobile communication of Murmansk with the western regions of Murmansk Region, as well as with the nearest neighbors of Murmansk Region: Finland, Sweden and Norway. The bridge is one of the longest bridges in Russia and one of the longest bridges constructed beyond the Arctic Circle. The bridge is also unique in terms of difficulty of construction: unreliable bottom of the Bay, this is why massive bridge piers that were driven into the soil to a depth of 70 m had to be made, plus constant flowing tides and falling tides when the water level in the Bay rises and falls by 4 m per day. The bridge crossing includes the following facilities: overcrossing on the left-bank junction according to the scheme: 5x21 m left-bank flyover according to the scheme: 22.515+21.05+21.37+63.68 m bridge itself according to the scheme: 105.0+6х126.0+105.0 m right-bank flyover according to the scheme: 63.45+5х63.0+63.45 m railway overcrossing according to the scheme: 2х24.0+12.0 m full length of bridge crossing above-water part is about 1.7 km bridge total length: 2.5 km

Work on the Project: superstructure structural design design of SAC&D for construction of piers and superstructure development of Method Statement design of technology of construction field supervision undergoing of main state expert review

24 Low-water bridge over Amur Bay in Vladivostok, Russia Project description:

total length – 7.5 km total length of artificial structures – 6 km bridge diagram: 16 continuous composite reinforced concrete beams, length of each panel is of 273.8 m panel scheme: 42.4+3х63+42.4 m bridge total width – 23.88 m limiting dimension – 2(Г10) sidewalks – 2х1.0 m Work on the Project: ‘Working documentation’ stage: general design design of artificial structures design of road and traffic interchange design of underground crosswalks Urban low water bridge within the limits of the city of Vladivostok, connecting De development of technology of construction Vries Peninsula with the settlement of Sedanka. The bridge is located on the motor development of SAC&D road Novy settlement – de Vries peninsula – Sedanka – Patroclus Bay. Total length development of Method Statement of low water bridge over the Amur Bay is 4364 m. design of lighting and electric power supply rearrangement of utilities Construction features: field supervision complicated geology undergoing of main state expert review seismic condition – 8 points

25 Construction of flyover should be carried out in two stages Viaduct ‘Vostochnaya’ Facilities, stage 1: From Moskovsky Prospect to the Novaya Pregolya River, length of 2.46 km with Bridges over the Staraya Flyover of cast in-situ RC at the intersection of ‘Vostochnaya’ Route with Moskovsky Prospect Retaining walls on the approaches to the Bridge over the Novaya Pregolya River Pregolya and Novaya Pregolya Exit from the Bridge over the Novaya Pregolya River Rivers, Kaliningrad, Russia Traffic Interchange on the Oktyabrsky Island Second stage of construction From Artilleriyskaya St. to the traffic interchange with Moskovsky Prospect, length of 3.01 km Project description: Two way traffic lanes per 3.5– 4.0 m Total length – 7.52 km Two traffic circles at the same level Two way traffic lanes per 3.5 - 4.0 m Width of sidewalks – 3 m Width of road divider – 1 m

Work on the Project: Stage ‘Design’ Design of basic structures: piers, superstructures, retaining walls Road approaches and junctions to the existing road system design Design of the entire SAC&D Development of spans launching technology Glavgosekspertiza (General Board of State Expert Review)

26 Highway along the Amur Bay, Russia Project description: Route: Automobile road Tokarevskogo Cape – Kungasny Cape – Russkaya St. – Makovskogo St. is designed based on parameters of citywide through street with heavy traffic. number of traffic lanes – 4 schema: 2х3.75+2.7+2х3.75

Basic technical and economic indicators: design of highway architectural solutions construction length –20,1 km design of structures architectural structures speed – 80 km/h calculation of traffic intensity and traffic pattern on the Street- subgrade width – 23,95 m Road Network of coastal area of automobile road carriageway width – 2х7.5 m preliminary analysis of costs for withdrawal of land plots and bridges and overpasses – 10 pcs. real estate for automobile road construction traffic interchanges at different levels – 7 pcs. monitoring of the existing condition and development of the transport system of Vladivostok with premises Work on the Project: estimation of traffic flows for design dates (2023, 2033), including investment substantiation the schema of connection to the urban road network initial data analysis estimation regarding substantiation of cost-effective phased commissioning development of architectural concept the road sections, traffic interchanges, and bridge crossings 27 Highway flyovers on the highway Airport–Turkmenbashi road – National tourist zone ‘Avaza’

Project description: Entire structures are designed with consideration for maximum seismicity of 9 points and more Work on the Projects: The stage of ‘Project Documentation’: design work as the general designer of some enginering structures The stage ‘Working documents’: General design design of all main structures develop SAC&D field supervision Glavgosekspertiza (General Board of State Expert Review)

Design of flyovers of 1,300 m and 400 m long on the Highway Turkmenbshi – ‘Avaza’ 28 Motor roads, bridges, traffic interchanges and flyovers in Turkmenistan Facilities as part of the routes: Seven traffic interchanges at the intersections of the existing highways with average area of 1 km2 each: Traffic interchange at the intersection of Ring Road with the Highway ‘Ashkhabad- Mary’ and railway tracks near the settlement of Gyami Traffic interchange in the area of ‘PK 160’, ensuring connection with bridge crossing, construction of bridge crossing. Work on the Project: Traffic interchange at the intersection of Tretya Pyatiletka Street with K.Kulieva Engineering survey - engineering geodesic and hydrogeological Street together with ensuring connection of the traffic interchange with a new (control of the survey as a general designer) bridge crossing being constructed under separate contract The stage of ‘Project Documentation’: Traffic interchange at the intersection of A.Andaliba Street with K.Kulieva Street plus connection of the traffic interchange with a new bridge crossing being General design constructed at the site of in-service bridge Glavgosekspertiza (General Board of State Expert Review) Traffic interchange at the intersection of A.Niyazova Street and K.Kulieva The stage ‘Working documents’: Street with linking of the traffic interchange plus a new bridge crossing being the development of architectural decisions on objects constructed at the site of old bridge design of engineering structures Traffic interchange at the intersection of the motor road ‘Ashkhabad- design of roads and road junctions Turkmenbashi’ with the motor road toward Geokdepe and railway tracks design of street lighting and electric supply Ashkhabad – Turkmenbashi. design improvement, landscaping Traffic interchange at the intersection of the Ring Road Southern part with development of construction technology, develop SAC&D Turkmenbashi Prospect. field supervision, technical supervision

Entire structures are designed with consideration for maximum seismicity of 9 points and more.

29 Artificial structures on the combined road Adler – mountain climate resort ‘Alpika - Service’

Project description: The seismicity of the construction area and construction sites is 9 points.

To damp the movements arising during seismic impact, and uniformly distribute horizontal seismic load between all piers of the overcrossings and bridges, damping devices having elastic component, i.e., returning the superstructure to the initial position are installed in line of each pier between the superstructure beams and the stop node on the pier. In this regard, thoroughly movable ball and segment bearings are installed on all piers.

Watertight expansion joints of beam type of ‘Maurer Sohne GmbH&Co’ company compensate temperature movements on the intermediate piers and temperature and seismic movements on abutments. Shock transmitters, which are combining non-continuous superstructures into continuous ones in case of earthquake, are installed along with expansion joints.

Work on the Project: The stage of ‘Project Documentation’ and ‘Working Documentation’ design of structures design of construction management project design of construction technology design of SAC&D

30 Railway ‘American’ bridges over the Obvodny canal in Saint-Petersburg, Russia

Project description: Reconstruction of railway bridges over the Obvodny canal in the direction of Moscow of Octaybrskaya Railway in Saint-Petersburg. Five railway bridges: one single-track bridge – letter ‘Г’ three two-track bridges – letters ‘А’, ‘Б’, ‘В’ one vehicle passway combined for a single-track railway – letter ‘E’ The bridge superstructures are made in the form of combined arched metal superstructures without transferring the bearing reaction on pier, with a roadway on bottom boom. Design span is 100 m. The camber of arch is 20 m. The cross section of the superstructure consists of two arches combined by the system of longitudinal and transverse braces. Work on the Project: development of architectural solutions design of bridge main structures design of construction technology design of SAC&D design of Method Statement design of existing bridge unbuttoning scientific and technical support field supervision

31 Bridge over Ishymc River in Astana, Kazakhstan

Project description: City bridge over the Ishim River with 8 traffic lanes. Clear roadway of bridge – Г (0.5 x 3 +4.5 +2.0 +4 x3.5 +0.5) + two sidewalks of 3 m each. Over-water length of the bridge is overspanned by an arch span with a design span of 151.2 m. This arch structure is a combined system without horizontal thrust with a roadway on bottom boom – a flexible curve with a rigid tie. The camber of arch is 30 m. The arch is combined with the roadway by means of a flexible suspension system, where the suspension system consists of two planes in each arch. The bridge is a doubled arch in its cross-section and consists of two arches inclined to the vertical at an angle of about 30°. Inclined arches are combined with each other by means of rigid spacers in order to provide for plane stability. Those arches support the steel-reinforced concrete roadway by means of hangers. The height of binding beams is 3 m. The hangers are cable-stayed elements consisting of 12 strands made by monostrand technology. diagram of the over-water length of the bridge – 35.5+150.0+31.9 m bridge roadway width – 32.8 m total weight of metal – 2,448 t total volume of roadway reinforced concrete slab – 1,340 m3 weight of cables – 16 t ‘Maurer Sohne’ bearing members with a loading capacity of 2,900 t Work on the Project: development of architectural solutions structural design of superstructure design of construction technology, SAC&D preoperational inspection and tests field supervision

32 Belyayevsky bridge over the Bolshaya Okhta river in Saint-Petersburg, Russia

Project description: The bridge on the ring road around Saint-Petersburg in the area from Priozersky highway to ‘Rossiya’ road: the section from Rzhevka to Shafirovsky prospect (PK 750+00 — PK 795+72.43). Lot 5.

The bridge consists of two parallel narrow bridges, each of which consists of two parts along its length: continuous steel-reinforced concrete superstructure 48.4 + 63.0 + 48.4 m and an arch span without transferring the bearing reaction on pier, with a design span of 161.4 m.

The arch span is a ‘rigid arch’ combined system without horizontal thrust, with a ‘flexible tie’, and with a roadway on bottom boom. clear headway of bridge – Г (2.0 +2.0 +4х3.75+2.0) camber of arch – 30 m height of binding beams – 2 m weight of steel structure – 1,762.7 t volume of reinforced concrete slab – 1,191 m3 total length of cables – 10,503 m weight of cables – 12.3 t ‘Maurer Sohne’ bearing members with a loading capacity of 2,000 t Work on the Project: ‘Working documentation’ stage general design development of architectural solutions design of main structures design of construction technology design of SAC&D Method Statement Construction Method Statement field supervision 33 34 Kerch Strait Bridge Crossing

Project description: The bridge is situated between Crimea’s city of Kerch and the village of Taman in the Temryuk District of the Krasnodar Region, along Tuzla Island and the Tuzla Spit.

The crossing consists of two parallel bridges – a motorway bridge and railroad bridge The decks for the highway are beam composite reinforced concrete, simple and continuous ones of individual design. Steel decks with an orthotropic plate are located above the water area of the Kerch Strait. The design span is from 54.21m to 64.20m There will be a separate deck for each traffic direction. In the crosssection, two main I-beams create the span: they are connected via transversal beams and the system of vertical and horizontal braces The decks for the railway tracks are simple, made of solid metal with an orthotropic plate and a ballast bed The design span is from 54.6m to 62.56m The decks are separate, one for each railway track and connected on the piers with jacking beams The main box-section girders of the deck are divided into two segments horizontally Arch spans with a design span of 227 m are located over the Kerch- Yenikalsky Channel and provide a clearance of 185m x 35m category of railway track – II category of motor road – 1B designed length of the crossing – 19,000 m length of the motorway bridge – 16,857.28 m length of the railroad bridge – 18,118.05 m

Work on the Project: general design design of main structures (design documentation and working documentation) design of construction technology SAC&D (design documentation and working documentation)

35 FOOTBRIDGES

Footbridge on Tallinnskoe highway in Saint-Petersburg, Russia

Project description: schema of the structure: (7.176+12.4)12.4+11.5х5+57.523+11.5х5+12.4(12.4+11.5+7.845)m 2 ramps for handicaps ramps inclinations – 8% height of the structure – 5.5 m designed per live load – 400 kg/m2 staircases width – 3.0 m total length of the footbridge façade – 197.3 m total length along the middle axis – 248.6 m arch span – 56 m Landmark is presented as Z-shaped constitution with curved main span out of two deck presented as a girder cage of three main girders with bows per 47 meters each one plus two ramps parallel to each other with turns transversal beams on the distance of 5.5 meters. per 180°. Part of deck was fulfilled as a RC structure fixed to arch. Carriageway longitudinal and transversals are fulfilled out of was designed for low temperatures and completed from waterproofing and frost- rectangular pipes as follows: 350х300х12 resistance durable materials.

Work on the Project: general design concept of footbridge architectural design design of main footbridge structures, design of construction technology design of SAC&D detailed project of construction construction of footbridge

36 Footbridges crossing of prospect Slavi and street Budapeshtskaya and prospect Slavi and street Belgradskaya in Saint-Petersburg, Russia

Project description: Project description: Project was fulfilled by RC girder structure. The cross-section fulfilled as a The cross-section of this crossing looks like ellipse from the top view. It is supported box girder unified with RC slabs of carriageway. by six piers above the intersection of foresaid streets of Saint-Petersburg.

Main girder is supported via embedded cables. Entire ramps were Comfortable approaches for pedestrians as well as for handicapped people to the completed from solid reinforced concrete. Ramps were designed together landmark were arranged by four ramps together with staircases. Deck structure was with staircases comfortable for pedestrians. conceived as RC slab consists of triangle truss with three girths fulfilled out of steel deck schema – 1х65.0 m pipes. length along the façade – 75.7 m schema of the structure: 2х28.2m+40.4m+2х28.2m+40.4 m width – 77 m length along the middle axis -193.6 m middle part length – 65 m width – 3.6 m deck construction height – 1.23 m live load design per 400 kg/m² height of the structure – 5.0 m deck height – 1.12 m width of pedestrian lane – 3 m carriageway RC slab thickness – 0.08 m ramp width – 1.8 m deck RC slab width – 3.6 m live load design per 400 kg/m² height of the structure – 5.5 m

Work on the Projects: General design architectural design design of construction technology detailed project of construction concept of footbridge design of main footbridge structures design of SAC&D construction of footbridge

37 Pedestrian bridge across the Moskva River in the town of Krasnogorsk between Myakininskaya and Pavshinskaya flood plain

Project description: The bridge crossing is located between Myakininskaya and Pavshinskaya flood scheme: 27+25.2+3.6+46.3+173.4+46.3+1.4+27+27 plain not far from Moscow Ring Road (MKAD) near the exhibition center ‘Crocus total bridge length – 377.2 m Expo.’ Pedestrian bridge crossing fulfilled via stay-cable system makes inhabitants full length (including retaining walls) – 422.55 m comfortable approach to ‘Myakinino’ metro station. width – 6,756 m area – 2,548.36 m² length of retaining walls – 45.35 m Work on the Project: main walkway width – 5.0 m formulation of the concept of pedestrian crossing pedestrian lane longitudinal inclination – 5% development of architectural solutions footbridge lane transversal inclination – 20% design of main structures underbridge clearance – 14.5 m issue of construction technology total weight of steel (superstructures, pylons, cable stays) – 1,221.3 t design of SAC&D pylon height – 41 m

38 CIVIL ENGINEERING

Railway Station in Adler

Project description: Exclusive transportation hub is being designed and constructed for Sochi Olympic Games 2014 composed of motorway and rail road from Adler to Alpica-Service Resort. Railway station conceived as outstanding multilevel structure (tree storeyed building) equipped with underground parking lot.

Basic features: total area about 54,000 m² waiting rooms distribution hall for passengers booking offices restaurants and cafeterias VIP meeting hall VIP recreation area offices for administration Interior composed of elevators and staircases for passengers from platforms to waiting hall and other auxiliary and utility rooms. Pedestrian bridge was designed to coastal area pictures view for traveler’s luxury and convenience. Work on the Project: completion of design works relating main structures of passenger terminal and parking lot technical supervision 39 Apartment building within historical area of Saint-Petersburg, Russia

Project description: Restoration of landmark building with conservation of facade, took place within historical district of Saint-Petersburg girthed by so-called Golden Triangle with sights such as Palace Square, Nevskiy Prospect, Moika Embankment and Bolshaya Morskaya Street. Appearance of facade was fulfilled in accordance with antique drawings of architect O.G.Clausen. Magnificent six storey brick structure with winter garden of six floor with charming view available. Limitation of heights prescribed for structures of historical center was completed within design execution. Sophisticated decisions were accomplished for reinforcement of closest ancient buildings and preservation of old structural elements. Work on the Project: general structure design field supervision

40 Multi functional business center on Leninskiy Prospect in Saint-Petersburg, Russia Project description: Solid forty storeyed structure of 126 meters height. Exterior walls were decorated by aluminum plates. Foundation presented by spacious box type configuration with solid slabs on the bottom and on the top parts. Center part of building from bottom to top presented by crossed walls with elevator’s shafts. Intermediate diaphragms of foundation (walls of basement) insures structure reliability. RC piles 40 x 40 cm with a length of 16 m long bored piles Ø 88 cm with a length of 25 m long Work on the Project: ‘Project’ stage: basic structural design analytical aerodynamic calculations for basic structures technology of assembling monitoring system design ‘Work documentation’ stage: drawings design for foundation and basic structures monitoring during construction stage and service stages technical supervision for construction

41 Football stadium in western part of Krestovsky Island in Saint-Petersburg, Russia

Project description: carrying capacity – 6 9501 fans structure height – 56.6 m number of storeyes – 7 pcs elevators number – 4 pcs total area of interior structures – 262 000 sq. m football field area – 9 840 sq. m weight of movable field – 11 400 t Constructional decision was fulfilled according to world modern requirements and tendencies relating sports centers. Changes and alternations to previous design was the matter of victory of Russia in contest for reception of Football Championship 2018. Based on requirements for championship of FIFA & UEFA, carrying capacity of stadium was raised from 62 thousand up to 69 thousand fans, which satisfied necessities for semifinal games.

We believe that by the completion of construction period our stadium should be the most advanced and gorgeous structure in Europe. Adjustable roof of 286 m of diameter supported by eight pylons, plus movable football field design should be stunning landmark for Krestovskiy Island.

Work on the Project: design correction different kind of analysis detailed design of roof structure (stationary and movable parts) design of bridge-stand structures over playing field (sector G) design of SAC&D computer analysis of roof structure (stationary part) monitoring of roof structure (stationary part) in service

42 Football Stadium ‘Spartak’ in Moscow, Russia Project description: design is completed in compliance with requirements of FIFA & UEFA pylons conceived the way it presents great view on the field and not obstacle the eyesight from any place distance within players and fans deducted via absence of any cycle track around the field, which helps to create exiting ambiance for fans design was fulfilled const effective way with accent on severe climatic features of Moscow City plus outstanding elegance staircases plus elevators to upper arenas makes desirable convenience and comfort for spectators vast areas for promenade with cafeterias, snack bars with toilets all over high level of security plus access for handicapped people is being provided Stadium was considered by 2010 for the most famous football team in comfortable spaces, separated from public areas is being equipped for media as well Russia – ‘Spartak’ (since 1935). Carrying capacity of structure designed offices for VIP and staff with cloakrooms for players to be 42 000 guests. That will be own stadium of legendary team with individual design. Structure fulfilled in accordance with requirements cozy and spacious VIP area of exclusive design for championship of FIFA & UEFA, which played key role for victory artificial field cover easily can be changed for natural one for football competitions of Russia in challenge for reception of Football Championship 2018. General Design was granted to AECOM.

Work on the Project: design of basic structures design of football field cover design and agreement of required steel to be applied in compliance with EN calculations of carrying capacity of roof and steel structures via Midas & Scad software with a help of modeling technical supervision

43 Indoor velodrome in the city of Samara in Moscow, Russia Project description: Contemporary architectural and cutting edge concepts which meet functional and aesthetic requirements are used in the project. Outstanding structure created as an elongated oval, which reminds a bicycle saddle with a bird’s- eye view.

The building features accomplished as a science-fiction helmet. Sophisticated glass facade conceived as a main entrance for cycling fans. Tremendous protruding canopy crowned as an extension of the roof covers the transparent Basic figures: structures of the entrance and protect visitors of the complex from rough Tribune capacity – 800 persons weather. Site area – 40.916 m² Build-up area – 11.468 m² The smooth shapes of the building duplicate the curves of the velodrome, Total area of building – 15.304 m² located in the very centre of the composition, surrounded by rows of service structures. The cycle race track designated per 800 spectators with a direct connection toward entire functional areas within two vertical levels. Work on the Project: General design of the velodrome complex except for outdoor On the ground and first floors by the side of the main entrance, for convenience engineering utilities and cost estimating documentation of visitors utility areas were designated, such as lobby, cloakroom, snack Development of design and working documentation bar, lavatories, followed by premises of sports and training purpose with Development of construction method statement and multifunctional playing court, gym, and auxiliary rooms for athletes. special purpose auxiliary facilities and equipment Performing calculations The project provides for all conditions to ensure comfort and safety of

spectators with disabilities, such as spaces for wheelchairs with good visibility, ramps, and specially equipped lavatories. Foundations are cast reinforced concrete slab on pile foundation.

Load-bearing frame of the building is a composite frame with a basic spacing of grid lines of 6m. The columns of the frame are monolithic, reinforced concrete.The dome of the building is a system of through trusses with main steel bearing elements or an arched structure with elevated ties.Floor slabs are cast-in-place and precast, reinforced concrete. Stairs are cast-in-place and precast, reinforced concrete.

The dome of the building is a system of through trusses with main steel bearing elements or an arched structure with elevated ties. Floor slabs are cast-in-place and precast, reinforced concrete. Stairs are cast-in-place and precast, reinforced concrete. 44 Combat Sports Center in Samara City

Project description: Location of the facility — the city of Samaraю.The facility is located within the territory of the park and the project provides for underground parking for 76 parking spaces in order to maximize preservation of the green field area. The complex building consists of several facilities connected to each other.

Main arena was conceived as a giant lens with continuation of double deck semi-circles, auxiliary structures and gym-halls, which looks like a crown of public arena. Along South-West side of semi-circle curve, six-storied structure of Hotel dominated like a jewel of the crown complex. The project provides for a direct connection of the arena with the hotel.

Ground floor of key building is presented by multiple entrances outfitted with cloakrooms, lobbies, toilets, recreation areas, smoking rooms, spacious public arena for 800 spectators plus medical center in case of emergency.

On the second storey placed cozy cafeterias with conference hall per 40 persons, five gym-halls with lockers are available for visitors. Ground floor equipped as well by coach-rooms, referees rooms, two saunas per ten persons each one, swimming pool, strength training gym-hall and lockers designated for 260 sportsmen with recreation areas.

The project provides for all conditions to ensure comfort and safety of spectators with disabilities, such as spaces for wheelchairs with good visibility, ramps, and specially equipped lavatories.

The arena, administration and amenity rooms of the arena represent a combination of the load-carrying frame made of reinforced concrete and steel structures (reinforced concrete columns and steel trusses). Foundations are cast reinforced concrete slab. Work on the Project: General design of the complex of buildings of the Combat Sports Center, except for outdoor engineering utilities and cost estimating documentation. Development of design and working documentation Development of construction method statement and special purpose auxiliary facilities and equipment Performing calculations

45 Sports and fitness complex with Swimming pool ‘Volna’ in Saint-Petersburg, Russia Project description: Three-storied rectangular building with total area of 7000 m². The structure comprises: swimming pool of 25 m long (total is 342 m²) small swimming pool of 87 m2 water area multipurpose Gym-hall aerobic hall table tennis hal Framework of tree-storied structure presented by two transversal braced trusses of 18 m and 27 m comprised of rolled profile. Stability insured by transversal trusses with system of longitudinal vertical braces. Reinforced concrete slabs placed over steel layer above trussed girders.

facades mounted sandwich panel panel wall and pile pile foundation from bored pile of diameter 380 mm and lenght 11 m piles are unified by slab piling by thickness 500 mm

Work on the Project: design of basic RC structures structural design for building piled foundation design technical supervision

46 Offshore platforms LUN-A and PA-B Yamal LNG Project description: in Nakhodka town (fuel terminal for YAMAL LNG is an integrated project encompassing natural gas production, liquefaction and shipping using the South Tambey Field as a resource base location the Transsiberian Railway), Russia of the Yamal Peninsula. The Project consists of construction of a liquefied natural gas (LNG) plant with an output capacity of around 16.5 million tons per year using the South Tambey Field as a resource base. The LNG Plant will be built in three phases which are scheduled for start-up in 2017, 2018, and 2019, respectively. The Project will be producing 16.5 MTPA of LNG and up to 1.2 MTPA of gas condensate which will be shipped to Asia-Pacific and European markets. Extensive transportation infrastructure is being built in the scope of the Project, including a sea port and the Sabetta Airport. Work on the Project: Design documentation Working drawings (Detail design) Full scope of FEM and structural calculations Technical consulting Calculations and design of foundations with consideration for thermostabilization system Development of a program of testing the real piles with subsequent interpretation of the results in order to obtain basic data for analysis on limit states group I and II.

Structure dimensions: Work on the Project: design of project construction Displacement volume – 160 000 m³ of LNG design of stages of technical supervision construction technology Operating temperature is minus 163°C Diameter – 82 m 47 TUNNELS

Transportation tunnel to Kanonerskiy Volokalamsky Tunnel under Moscow island under the fairway canal in Moscow, Russia in Saint-Petersburg, Russia Project description: Length of tunnel section without expansion joint is 160 m. First ever in Russia tunnel under the channel with a length of 160 m long Project description: was fulfilled without application of any expansion joints. The tunnel was constructed via method of segments lowering Construction works were managed to be completed within two navigation total tunnel length – 375 m (Five segments per 75 meters long) periods started from December 1999 up to April 2000. Welded sheet piling sizes of segments -75 m x 13.3 m x 3 m PШС-60 (Russian Standard) were implemented together with tubes of width of walls – 93 cm Ø1,200 mm for foundation ditch reinforcement. Tunnel was designed as a weight of each segment – 8,000 tonnes curved structure. total volume of RC – 45,000 m3 For construction purposes two trolleys were applied located above sheet traffic arrangement – 2 lanes per 2 way piling within 30m. First trolley was used for two cranes of 20 & 50 tons carrying capacity, to insure total site assembling works procedures. The During construction period segments were assembled at site and placed to second trolley was used to deliver materials. The pump was installed on the bottom by floating to initial excavated ditch subsequently. the trolley as well for concreting purposes. Trolleys were accommodated with electrical power.

Work on the Project: design of tunnel structures design of entry and exit in tunnel in retaining wall design of construction technology design of SAC&D design of detailed project execution plan design of relocating of engineering services

48 Lefortovskiy Tunnel as a part of Moscow Ring Road, Russia

Project description: Work on the Project: Institute Giprostroymost - SPb was involved as a subcontractor in given project to: Fifth longest city tunnel in Europe design methodology 3,246 m long structural design Tunnel depth 30 m preparation of work documentation SAC&D design of total construction work procedures.

49 EMBANKMENTS and BERTHS Bank protection and landscaping of the Volga river embankement from the Commercial Bridge to the prospect of the governor Anatoly Guzhvin in the Kirovsky district of the city of Astrakhan Project description: Design of embankment ensemble is completed based on historical XIX century style. Based on this traditional Russian conception architectural approach followed the route of famous towns on Volga River with the spirit to be preserved. The length of the embankment – 1350 m The width of the pedestrian area – 15-25 m The design of the embankment represents a vertical reinforced concrete wall lined with granite, with three boat ramps and granite parapets. The embankment complex includes hardscape elements (fountains, sculptural groups), open stage (summer theater), floating hotel, and hydrological station. Reconstruction of the Dniepr river embankment with the protectionof the slope under the Foundation of ‘Krepostnaya Stena’ (bulwark) architectural ensemble with the construction of pedestrian and utility bridge in the city of Smolensk

The length of the embankment – 900 m The embankment complex is located near the historical monument – ‘KREPOSTNAYA STENA’ (BALWARK) The complex of reconstruction includes: three esplanade (promenade) levels architectural ensemble with a monument to Abraham and Mercurius, patron saints of Smolensk park area pedestrian and utility bridge of the suspended structure

Project description: The design area located on the river bank of Dnepr within historical center of Smolensk near architectural work of art Fortress Wall ensemble and Saint George Church, in this case delicate approach required to embankment design to match historical atmosphere. New embankment became symbol of linking between past and future of Smolensk with priority of preservation of old city style as an ancient Russian masterpiece. Project decisions conceived restoration and preservation of existing structures and buildings, reinforcement of river bank soil, waists removal and landscaping of premises. Embankment area is divided on two parts: façade zone and parking zone. Façade zone presented as viewing area with monument in the center and parking zone is full of fountains with magnificent landscaping crowned by charismatic pavilions

51 Embankment by 62 Army of river Volga in Volgograd, Russia This district of redevelopment is located within unique historical architectural monuments such as Panorama of worldwide famous Stalingrad Battle and Ceremonial Staircase. This challenging project of our Company was conceived as a beautiful and glorious urban landscape with parks crowned by fountains, sport centers, forums, cafeterias, snack bars with cozy restaurants being comfortable for inhabitants and tourists. Serious Improvement of city infrastructure via renovation of well-known embankment of the Volga River is the main goal of the project. Main structures of redevelopment:

Jetties for boats mooring Retaining walls Amphitheatre equipped with speedy elevators Exhibition pavilion Staircases and ramps Fountains

Entire length of embankment redevelopment – 2 km Total area of redevelopment – 18.9 ha Central staircase area – 3.6 ha Public parking lot – 0.5 ha River Station – 2.9 ha Memorial area – 1.3 ha Recreation area – 0.3 ha Cycle lanes – 0.7 ha Area of parks – 4.1 ha River embankment – 4.6 ha Amphitheatre per 2,000 spectators

Basic technical and economical features Volume of construction (including pedestrian viaduct) – 51,000.0 m³ Area of construction (including pedestrian viaduct) – 5,570.0 m² Area of ground floor (together with exhibition halls) – 2,090.2 m² Open areas of construction (without staircases and pedestrian viaduct) – 3,796.5m² Building height – 7.0 m Work on the project: Issue of architectural conception 52 Development of design documentation Berths of the river ferry lines on the Ufa River and the Belaya River

Basic indicators and requirements to structures: Work on the Project: quantity of paired berths – 4 project documentation regarding three paired berths ensuring safe loading and unloading of passengers and cargo was submitted to state expert review; ensuring safe mooring of operated vessels project documentation regarding the one paired berth is being designed ensuring safe and quick possibility of river water withdrawal from the jetty by special fire-fighting equipment crowding area (waiting area for passengers and vehicles) fire entry (fire entry superstructure for ensuring water withdrawal) ramps (for passing pedestrians and vehicles to the pontoon boat) pontoon boat (standard pontoons)

Description of facilities: Construction length (including crowding area and ramps) – 68 – 124 m fire entry carriageway width – 5.5 m ramps carriageway width – 1.5 – 4.5 m fire entry deck schema – 2 х 0 Pontoon boat of standard pontoons КС–63

53 Navigation pass C-2 in complex of Flood Protective Structures in Saint-Petersburg, Russia

Project description: Work on the Project: Navigation passage C-2 to be accomplished on the depth of seven meters designated design of bridge span lifting by means for ships with draft up to 5.5 meters with navigation span of 110 meters long, fulfilled of VSL hydraulic lifts with high-strength strands as a sluice gate. In case of inundation, sluice gate of 2,500 tonnes, located within field supervision concrete pocket under the bottom level ought to be locked up to the marking of 4.55 meters above the average water level. Deck structure of 500 tons hoisting operation on designated height of 20 m to be completed by hydraulic heavy lifting jacks SLU – 330/220 F.

54 TECHNOLOGIES

SC ‘Institute Giprostroymost - Saint-Petersburg’ has 48 years of experience both in the field of main structures design and the field of Special Auxiliary Construction and Devices (SAC&D) for bridges plus various complicated structures. Design of SAC&D is an important separate and sophisticated task being closely correlated with main structures projects which help us to find cost effective solutions including safety measures together with environment protection dealings.

Our wide spread and easy to assemble SAC&D are as follows: sheet piling for pits and piers foundations erection units per superstructure launching (customized winches, launching noses) devices for deck lifting and lowering barges for segments transportation and deck installation technological platforms per cranes and equipment spreaders required for deck loading operations scaffoldings for piers and decks assembling jetties for deck lateral launching

55 Bolshoy Obukhovsky Cable Stayed Golden Horn Cable Stayed Bridge, bridge over the Neva River, Vladivostok, Russia Saint-Petersburg, Russia

Technology of installation: Technology of installation: Steel box type segments of Complicate assembling of steel 132 tonnes for superstructure box type segments of 240 tonnes were hoisted from both sides for superstructure were fulfilled of the Neva River banks from both sides of the Golden simultaneously on the height Horn Bay coast simultaneously of 35 meters from barges by on the height of 70 meters from means of Erection Unit of 180 barges with tugs by means tonnes installed on the bridge of Erection Unit of 320 tonnes deck with afterward stay installed on the bridge deck with cables installation. afterward gradual cable-stay edinstallation. Assembling method: Assembling method: by Erection Unit by Erection Unit

56 Navigation Pass C-2 within complex Railway Station in Adler of Flood Protective Structures, Railway Station dome lifting Saint-Petersburg, Russia. Technology of installation: Initially the dome of 700 tonnes per new railway station was assembled Hydraulic Lock assembling on the level of the first floor with afterward lifting it on designated level by means of heavy lifting hydraulic jacks. Technology of installation: Superstructure of 500 tonnes was hoisted on the height of 20 meters by means Assembling method: by hydraulic jacks of heavy lifting hydraulic jacks SLU – 330/220 F placed on abutments via strands fixed to lower anchors. Final installation of superstructure in design position was completed after assembling of heavy lifting equipment on Northern and Southern abutments concreting operation fulfillment. Technology of Hydraulic Lock of 2,400 tonnes hoisting was applied first time ever in Russian Federation. After completion of Hydraulic Lock lifting by hydraulic jacks SLU – 330/220 F, ‘dry’ testing procedure was successfully accomplished.

Installation method: by hydraulic jacks

57 Volodarsky Bridge, Finland Railway Bridge over the Neva Saint-Petersburg, Russia River, Saint-Petersburg, Russia Technology of installation: Technology of installation: For rehabilitation of Volodarsky Bridge Crossing two giant reinforced concrete For the purpose of rehabilitation of Finland Railway Bridge, Saint-Petersburg segments of 5,000 tonnes each were transported via our floating system of 240 two reinforced concrete segments of 101 meters long with weight of more than pontoons gradually unloaded on jetties with afterward lateral launching. For 500 tonnes per our twin bridges were transported via barges. this challenging task, special multipurpose pontoon systems of standard KC-63 floating devices were designed by specialists of our Company. Those segments were disassembled one by one via ballast adjustment and pushed by powerful tug boats along the Neva River. High precision for System was presented by four segments of 60 pontoons with needed scaffoldings installation was needed for the reason of small distance between bridge arches. arrangement. For operation of bridge arch disassembling entire floating system was involved. Technology of installation: floating transportation Two arches were disassembled one by one within period of three days via ballast adjustment and pushed by tugs upward the Neva River stream on the distance of seven kilometers with next unloading on jetties and launched in design position on river bank for disassembling procedures. New segments were successfully installed by the same multipurpose pontoon system.

Technology of installation: floating transportation

58 Bridge over the Irtysh river near Khanty-Mansiysk, Russia Technology of installation: Afloat transportation of steel arch middle segment with the span of 231 m plus cantilevers per 31.5 m, weighing 3,700 tonnes and 2 parts of trusses per 152 m in length, weighing per 1,600 tonnes, followed by completion.

Technology of installation: floating transportation

Blagovesсhensky bridge in Saint-Petersburg, Russia

Technology of installation: Launching of the superstructure segments on the Launching operation was accomplished cyclically at jetties was fulfilled along two axes of the jetty with the rate of hydraulic cylinder piston stroke 500 or resting the deck segments on four movable sliders 1,000 mm. After each cycle, safety pins connected per each axis. Moving operation was performed the movable stopper with the belt were removed via two pushing devices located on the upper and and the stopper was pulled to its initial position via lower lines of the jetty. Erection Unit consisted of return stroke of hydraulic cylinder piston. In order to anchor beam mounted on the end of the jetty beams; prevent lateral shift of the superstructure segment pulling perforated belt fastened to the anchor beam during relocation, the sliders were equipped with and placed on the tie between the jetty beams; four side fixed or screw-type stoppers. Fixed stoppers movable sliders rested on the jetty beams via polymer located between the beams of the jetty axes were sliding pads and connected by means of ties; movable installed in the area of service bridge. stopper mounted on the pulling belt; powerful Then the sliders have left beyond the service bridge, hydraulic cylinder fastened to the first slider and the fixed stoppers were dismantled and screw movable stopper. type side stoppers were placed on the first and During launching operation, the pushing force was last sliders instead of the above-mentioned fixed created by hydraulic cylinders, which casings were stoppers. All operations of superstructure segment attached to movable stoppers together with rods shifting cycle were repeated until sliding procedure fastened to the beams of the first slider. completion. installation method: longitudinal launching

59 Transportation Tunnel on Kanonersky Island under the Sea Channel, Leningrad

Technology of installation: Fabrication technology of 5 tunnel sections weighing 8,000 tonnes per each one, locking of sections, transportation through the Sea Channel, lowering and jointing. Reinforced concrete structure of the tunnel underwater section was divided lengthwise into large sections, which were properly constructed in a customized structure – dock lock. Section sizes were 75 x 13.3 x 8 m with a wall thickness of 93cm during design of Kanonersky Tunnel. The weight of each huge section was approx. 8,000 tonnes. The end of each section was equipped with a special rubber sealing along the perimeter and precisely covered with a steel watertight partition.

Thus, each section was converted into enclosed space, it obtained floatability and could be easily transported through the water in this condition. Section weight and its volume were analyzed so that section floatability was 180–200 tonnes. Total sections were equipped with shafts (pipes with a diameter of 1,220 mm) from above, providing access towards the interior. Entire five sections were combined into a raft assembly after fabrication of the abovementioned, floating transportation then locking process began, and the sections were relocated to the lock tank to the water level Technology of installation: in the Sea Channel.

Then, the sections were transported one-by-one via tow boats down the Sea Channel towards the tunnel axis, where an additional fairway of the depth of about 22 m was previously accomplished by hydraulic excavation vessels. Those sections obtained negative buoyancy by ballasting and then they were lowered to the bottom of new fairway by means of winches and pulleys plus installed on the vertical jacks.

First section was attached to the end of previously constructed cast-in-situ section of the tunnel which was also equipped with an end steel partition (See above), it was tightly pressed end-to- end with a preliminary pressing of rubber seal and then the water was pumped out from the space between the ends via special horizontal jacks, plus the first section was tightly pushed to the end of cast-in-situ section via hydrostatical pressure force. Total 5 sections were combined with each other in the same way. After installation of needed sections, works regarding washing away the gap under the bottom of sections, washing away the structure of a new fairway and the rest of civil works were fulfilled. The described method of tunnel construction is also called as an ‘open’ type, as may be inferred from the description unlike shield tunneling method (or driving method).

60 South Bridge over the Daugava River, Causeway Bridge over Amur Bay, Riga, Latvia Vladivostok, Russia

Technology of installation: Technology of installation: Installation of stiffening beam was performed by Longitudinal Launching Method Installation of superstructures was accomplished via conveyor-and- together with conveyor-and-rear assembling. rear assembly method in conjunction with launching simultaneously at 3 sections via panels of 273 m long with application of temporary Launching operation was fulfilled while assembling the superstructure on the right piers, launching noses and claw-type pushing devices. side embankment with previously mounted pylons on the sliding ways located at a distance of 2.65 m (under the walls of the boxes) with application of steel launching Assembling of superstructures above the old railways was performed nose, length of 33 m and a reinforcing truss rod, for which main structure pylons in the agreed time breaks. and cable stays were applied. installation method: longitudinal launching Superstructure pushing operation was accomplished via six hydraulic jacks with load-carrying capacity of 100 tonnes per each one. Fluoroplastic pads were applied as antifriction devices.

Our piers were equipped with sliding ways together with polished sheets serving as counterbodies. The recorded friction coefficient during sliding operation was 6 – 7% with a maximum weight of the deck being launched of approx 7,000 tonnes.

installation method: longitudinal launching

61 HEALTH MONITORING OF RESIDENTIAL BUILDINGS AND ENGINEERING STRUCTURES

SC ‘Institute Giprostroymost – Saint-Petersburg’ is being equipped with cutting edge engineering equipment: modern IT facilities for surveying and monitoring of engineering structures of motor roads and railways, bridges plus viaducts; for testing and analyzing the current state of any sophisticated facilities including buildings, foundations and tunnels.

62 Specialists of our Company developed a monitoring system at the following facilities: Bolshoy Obukhovsky Cable Stayed bridge over the Neva River, Saint-Petersburg, Russia Viaduct Alexandrovskaya ferma, Saint-Petersburg, Russia Golden Horn Cable-stayed Bridge, Vladivostok, Russia Community ‘Prince Alexander Nevsky’ in Saint-Petersburg, Russia Low-water bridge over Amur Bay in Vladivostok, Russia Bridge in Volgograd, Russia Football stadium in western part of Krestovsky island in Saint-Petersburg, Russia Multifunctional business center on Leninskiy Prospect in Saint-Petersburg, Russia

Bolshoy Obukhovsky Cable Stayed bridge over the Neva Viaduct Alexandrovskaya ferma, Saint-Petersburg, Russia Football stadium in western part of Krestovsky island in Multifunctional business center on Leninskiy Prospect in River, Saint-Petersburg, Russia Saint-Petersburg, Russia Saint-Petersburg, Russia

Community ‘Prince Alexander Nevsky’ Low-water bridge over Amur Bay in Vladivostok, Russia Golden Horn Cable-stayed Bridge, Vladivostok, Russia in Saint-Petersburg, Russia Bridge in Volgograd, Russia bridges tunnels sport civil engineering footbridges embankments general design of sophisticated construction monitoring field structures design & berths design constructions engineering technology of structures supervision analysis

SC INSTITUTE GIPROSTROYMOST - SAINT-PETERSBURG

7, Yablochkova str., Saint-Petersburg, Russia, 197198; e-mail: [email protected]; www.gpsm.ru