SC INSTITUTE GIPROSTROYMOST - SAINT-PETERSBURG

CABLE STAYED BRIDGES

CABLE-STAYED BRIDGES

� 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 and industry and its complexes

� Development of justification of radiation and nuclear protection

� highway bridges

� railway bridges

� combined bridges

� highways

� streets and road interchanges

� viaducts и 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

� DESIGN

OUR EXPERTISE

3

NORTH-WEST

OKTYABRSKIY CABLE-STAYED BRIDGEOVER THE SHEKSNA RIVER, CHEREPOVETS

DESCRIPTIONCity Bridge is being connected Industrial and Zashernin-skiy districts of Cherepovets city. It is the first ever built cable-stayed Bridge in Russian Federation. Bridge deck structure presented by steel girder structure with ca-ble-stayed system, with five fan type RC approaches. Sin-gle A-shaped steel pylon with six pairs of stay cables, lo-cated on Pier 2 between spans of 194.2 m and 136.5 m.

� Bridge diagram:

53.0 + 194.25 + 136.5+ 68.65 + 4 х 68.25 + 52.5 m

� total length of bridge structure - 709.25 m

� A-shaped pylon

� pylon height – 83.5 m

� weight of stay cables – 510 t

� length of stay cables – 16 km

� clearance – 28.4 m

SCOPE OF WORKS

� design of SAS&D

� design of work technology

� development of Method Statements (MS)

� field supervision

CLIENT

Cherepovetskiy Metallurgical Plant

GENERAL CONTRACTOR

‘Mostootryad 61’; JSC ‘Mostostroy 6’

DESIGN PERIOD

1972 - 1976

CONSTRUCTION PERIOD

1976 – 1979

4

CABLE - STAYED BRIDGES

126.00

194000

24000

2480510056951205

2425 1500

24202480

9292445 2715

29313484

3431

382000

86044

28923

174000 1740002х66000=132000 2х66000=132000

1 2

126.00

194000

382000

86044

28923

174000 1740002х66000=132000 2х66000=132000

1 2

cross-section

elevation

5

SAINT-PETERSBURG

BOLSHOY OBUHOVSKIY CABLE-STAYED BRIDGEOVER THE NEVA RIVER, SAINT-PETERSBURG

DESCRIPTIONTwin bridge crossing the Neva River on ring road around Saint-Petersburg, on site between Priozerskoe motorway and up to Highway ‘Russia’.

Bolshoy Obuhovskiy Cable -Stayed Bridge is the only one not fixed bridges over the Neva River, connecting Pros-pect Obuhovskoy Oborony with Oktyabrskaya Embank-ment.

First bridge crossing was inaugurated on December 15th 2004 and the second one on October 19th 2007

� Bridge diagram: 2 х 66+174+382+174+2х66 m

� deck width is 25 m with a height of 2.5m, deck

structure composed of two longitudinal boxed

girders with bracing

� deck clearance is 30 m

Four lanes of carriageway conceived as one way crossing with two technological passages for maintenance pur-poses (pedestrian crossing was not considered). Distance within main bridge axis is 36.4 m

Spans connected with steel pylons by height 120.5 m via stay cables. Pylon Foundation presented by bored piles with a length from 30 up to 40 m long. Total length of strands is 900 km long.

Stay cables from parallel strand manufactured on mon-ostrand technology. Each stay cable is formed from series straining strand immediately during construction.

SCOPE OF WORKS

� definition of bridge crossing conception

� structural design

� technology of construction

� design of SAS&D plus DDPE

� structural monitoring of construction

and service periods

� field supervision

Client Road Administration of Saint-Petersburg Institute Stroyproekt

GENERAL CONTRACTOR

‘Mostootriad- 19’

DESIGN PERIOD

2000 - 2007

CONSTRUCTION PERIOD

2002 - 2007

6

CABLE - STAYED BRIDGES

7

VIADUCT ALEXANDROVSKAYA FERMA, SAINT-PETERSBURG

SAINT-PETERSBURG

DESCRIPTION Overpass over RR stations SPb -Sortirovochniy - Mosk-ovskiy Prospekt along Alexandrovskaya Ferma.

Structure of overpass fulfilled as acontinuous steel span of box section with orthotropic slab, steel structure of mid-dle span and back spans out of reinforced concrete. Via-duct has curved form with radius of 400 m. Cable-stayed trusses are within plane along overpass axis.

� 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

SCOPE OF WORKS

� bridge crossing conception

� design of main structures of overpass

� technology of construction

� design of SAS&D

� development of Method Statements (MS)

� structural monitoring during construction

stage and service period

� field supervision

client Road Administration of Saint-Petersburg

GENERAL CONTRACTORJSC ‘Lengiprotrans’

DESIGN PERIOD 2006 - 2008

CONSTRUCTION PERIOD

2008

8

CABLE-STAYED BRIDGES

1 - 1

390390 390 750

2250 8600 8600 3902000

23760

2 - 2

390390 390 750

2250 8600 8600 3902000

23760

3 - 3

4 - 4

390390

390

390 7502250 8600 8600 3902000

23760

23940

450 2250 8000 8000 750 4502000

1 - 1

390390 390 750

2250 8600 8600 3902000

23760

2 - 2

390390 390 750

2250 8600 8600 3902000

23760

3 - 3

4 - 4

390390

390

390 7502250 8600 8600 3902000

23760

23940

450 2250 8000 8000 750 4502000

780 7801

2 2

14500

31000 31000

3200

64446

19107 7Х1500

5106

38119

7220 1040 10403660

14500

13672

780 7801

2 2

14500

31000 31000

3200

64446

19107 7Х1500

5106

38119

7220 1040 10403660

14500

13672

182300

424700

70000 7000051200 51200

1 2 3

2

4

3 41

cross-section

elevation

pylon

9

SAINT-PETERSBURG

10

CABLE - STAYED BRIDGES

GOLDEN HORN CABLE-STAYED BRIDGE, VLADIVOSTOK

1388090

737000100000 100000

5

2

231

4

68

1

90000 9000090000 41940

225.750 225.750

9000041940

11

FAR EAST

elevation

cross-section

2810 2810 28102810 40003500

31003048433293

310012142 12142

333018

41

3000

30620

350035004000 3500 400035003000

30620

350035004000 3500

2810 2810 28102810 40003500

31003048433293

310012142 12142

333018

41

3000

30620

350035004000 3500 400035003000

30620

350035004000 3500158270

64150

2450

3000

3426

43570(54700)

15480

3000

16050

4х3000

18650

70007000 61954

29500

65000

13355

48619

15000

pylon

DESCRIPTIONCable-Stayed Bridge Crossing on federal highway M60 ‘Ussuri’ Khabarovsk - Vladivostok toward Russkiy Island.

Bridge structure located in the central part of Vlad-ivostok nearby 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

� 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 – 43,030 m2

SCOPE OF WORKS

� definition of bridge crossing conception

� structural design

� technology of assembling design

� design of SAS&D

� structural monitoring during stage of

construction and service period

� field supervision

CLIENT

Road Administration of Primorskiy Kray

GENERAL CONTRACTOR

TMK Ltd

DESIGN PERIOD

2006 – 2008

CONSTRUCTION PERIOD

2008 – 2012

12

CABLE - STAYED BRIDGES

CABLE-STAYED BRIDGE RUSSKIY, VLADIVOSTOK

12541254

25960

12760 66006600

11600

54005050 500 10005880 6180

245

1770

3200

1185

245

1770

3200

1185

580 580

12293 1229360601229312293 60

25960

12760 66006600

11600580 580

1254

12541254

25960

12760 66006600

11600

54005050 500 10005880 6180

245

1770

3200

1185

245

1770

3200

1185

580 580

12293 1229360601229312293 60

25960

12760 66006600

11600580 580

1254

2х90000 2х9000011000001920000

2х85000 2х8500060000 60000

13

FAR EAST

elevation

cross-section

DESCRIPTION

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.

� brige diagram: 60+72+3х84+1104+3х84+72+60 m

� total bridge length — 1, 885.53 m

� total length with approaches — 3,100 m

� 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

� shortest stay cable — 181.32 m

SCOPE OF WORKS

� design of project stage

� design of SAS&D, main structures

� aerodynamic tests

� control of technical decisious

� verification analysis

CLIENT

Road Administration of Primorskiy Kray

Rosavtodor, ‘Mostovik’

GENERAL CONTRACTOR

JSC ‘USK Most’

DESIGN PERIOD

2008 – 2012

CONSTRUCTION PERIOD

2009 – 2012

14

CABLE - STAYED BRIDGES

15

MOSCOW

DESCRIPTION

Bridge Crossing the Moscow River in Serebrianiy Bor nearby Krasnopresnyanskiy Prospekt from MKAD up to Prospekt Marshal Jukov.

The task of picturesque bridge design was to insure com-fortable and steady vehicles movement along highway with a speed of 100 km per hour.

Pylon was conceived as a huge arch structure with fan type crown of stay cables placed via sharp angle on both banks of Moscow River.

The upper part of the arch has cozy ellipse shaped res-taurant with amazing view

� bridge diagram:

15х25+2х105+409.5+2х105+84+82+42 m

� total bridge length -1,460 m

� clearance - 37 m

� cable-stayed bridge with arch pylon

� boxed steel girder

� height of the arch - 105 m

� weight of stay cables - 400 t

� weight of arched pylon - 4,000 t

� weight of main girder -12,000 t

SCOPE OF WORKS

� initial aerodynamic analytical assessment.

� analytical assessment and recommendations

subsequent to test in aerodynamic tube

� dynamic calculation

CLIENT

‘Organizator Ltd’

GENERAL CONTRACTOR

JSC ‘Metrogiprotrans’; JSC ‘Giprotransmost’

DESIGN PERIOD

2004 - 2007

CONSTRUCTION PERIOD

2004 - 2007

CABLE-STAYED BRIDGE SEREBRIANIY BOR, MOSCOW

16

CABLE - STAYED BRIDGES

CABLE-STAYED BRIDGE

OVER THE SHEKSNA RIVER, CHEREPOVETS

DESCRIPTION

Two H-type pylon Cable-Stayed Bridge Crossing is being

connected Zarechenskiy and Zashekninskiy districts on

Arkhangelskaya street in Cherepovets City.

� 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

� clearance – 17 m

� pavement - 2x 3.0 m

SCOPE OF WORKS

� General Design

� design of main structures (bridge and flyover)

� complex design

� architectural desicions

� design of SAS&D, construction method statement

� design of illumination

� design of navigation bridge warning

� design of aeronautical bridge warning

� improvement design

� field supervision

CLIENT

Road Administration of Cherepovets

DESIGN PERIOD

2010 - 2011

elevation

96.687

3х630004х63000 630006400064000630005100 9800098000 220000

1166850

215.1655000

7000

42000 5300

cross-section

550 5501300013000 3000

13100

hcm

p =

2855

13100

32000 32000

32000

30000

33600

320003000

130002450 245013000

1280

65

9489

014

690

1248

060

00

УВВ 1% 102.640

pylon

17

NORTH-WEST

18

CABLE - STAYED BRIDGES

elevation

9000

0 5180

016

200

3000

1500

040

00

13440

17797

159634003902390234001596

6720 6720

9000

0 5180

016

200

3000

1500

040

00

13440

17797

159634003902390234001596

6720 6720

45000 126000

6800

0

126000300000

cross-section

pylon

CABLE-STAYED BRIDGE ON HIGHWAY ADLER-MOUNTAIN RESORT ‘ALPICA-SERVICE’

DESCRIPTION Composite road (highway together with RR) Adler – moun-tain resort ‘Alpica – Service.’

Two pylons Cable-Stayed Bridge Crossing nearby North-ern part of Tunnel Complex N3.

� bridge diagram: 126+300 +126 m

� total length – 552 m

� main span – 300 m

� number of lanes - 2

� total weight of steel – 4, 900 t

� total weight of RC – 8, 900 t

� weight of cable stays – 150 t

� pylon height from the carriageway – 68 m

� pylon height from the foundation – 86 m

SCOPE OF WORKS

‘Project’ stage:

� basic calculations

� analytical assessments for wind tunnel tests

� wind tunnel tests analysis

� dynamic analysis

CLIENT

Road Administration of Sochi;

Institute Giprostroymost, Moscow

DESIGN PERIOD

2010

19

KRASNODAR TERRITORY

20

CABLE - STAYED BRIDGES

TECHNOLOGICAL CABLE-STAYED VIADUCT OVER THE DUDERGOFSKIY CANAL IN SAINT-PETERSBURG

SCOPE OF WORKS

� design of pylon construction technology

� design of SAS&D

� Method Statement of pylon construction

CLIENT

Petrokom Ltd, Saint-Petersburg

CONSTRUCTION PERIOD

2011

DESCRIPTION Cable-Stayed Technological Viaduct with main span of 130 m is being crossing Dudergofskiy Channel with sibling heating tubes of 1,020 mm above with single inclined pylon. The structure of cable-stayed bridge supporting heating main has no analogues in Russia. Pylon by height 58 m is inclined to the ground.

Bridge Crossing presented as follows:

� height of pylon – 58 m

� length of span – 130 m

� technological load – Two heating tubes 1.2 m

21

SAINT-PETERSBURG

22

CABLE - STAYED BRIDGES

2 – 2

50000

50000

45214

23260 23260

20100

7000 7000 7675 76753700 3700

20100

490022550 22550

20100 5600

5600

3480

20100

0,020

0,020

0,0139

0,020

0,020

0,0212

3 – 3

4 – 4

110000

94650

60000

4

2

1

1

3

32 166000 6000 80000

17000

-3,320

-40,320 -38,000

4

4400

-38,000 -40,320

-1,450 -3,3201,760

15000 8х13000=104000

580000240000 110000 60000

8х13000=104000

4865 4865114,000

124,600

4000

950950

17500

24000

20000

2432

0

2556

6800

1239

20

5000

17500

1 – 1

elevation

cross-section

pylon

CABLE STAYED BRIDGE OVER THE PETROVSKY CHANNEL, SAINT-PETERSBURG, RUSSIA

DESCRIPTION The Bridge Crossing was conceived as a part of the im-portant 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 diameter 1,500 mm. Deck cross-section is presented as a structure of four main girders of 1.76 m height within stay ca-ble system. Bridge girders were connected via beams on distance of 65 m. (3 m per edge piers). Compos-ite monolithic carriageway slab thickness is 220 mm. SSI2000 was an option of stay cable system with gal-vanized 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

SCOPES OF WORKS

� Architectural conception design

� Main structures design

� Working Documentation per Cable Stayed Bridge

� SAS&D per the bridge structure

� MS development and issue

� Technical Supervision

CLIENT & GENERAL CONTRACTORJSC WHSD

CONTRACTORICA Astaldi Ictas

OWNERNorthern Capital Highways, Ltd

DESIGN PERIOD2013 – 2014

CONSTRUCTION PERIOD2016

23

SAINT-PETERSBURG

CABLE-STAYED BRIDGE OVER THE VOLGA RIVER, NIZHNIY NOVGOROD

DESIGN PROPOSAL

DESCRIPTIONDesign decision relating reconstruction bridge over the Volga River on the highway P-159 Nizhniy Novgo-rod-Shahuniya – Kirov with carriageway widening. Com-bined Bridge upper deck presented as RR way and lower deck as a highway. Existed bridge was built in 1965.

� total bridge length (motorway) – 1,608.8 m

� Bridge design conception presented as follows:

� 12х18 + 55 + 2х159 + 55 + 53 +13х18 m including:

� 12х18 – right bank approaches for highway

� 55 + 2х159 +55 – middle span for combined way

� 12х18 - left bank approaches for highway

SCOPE OF WORKS

� predesign of bridge reconstruction

by carriageway widening which uses one pylon cable-

stayed system

CLIENT

Road Administration of Nizhniy Novgorod, JCS ‘Avtomost’

DESIGN PERIOD

2007

24

CABLE-STAYED BRIDGES

25

VOLGA REGION

CABLE-STAYED BRIDGE CROSSING IN ULYANOVSK

DESIGN PROPOSAL

DESCRIPTION

� Bridge diagram: 221 + (205 + 610 + 221) + 221 m

SCOPE OF WORKS

� technical proposal on concept of object

CLIENT

JSC ‘Baltic Construction Company-SPb’

26

CABLE-STAYED BRIDGES

CABLE-STAYED OVERPASS ON CHERNYAHOVSKOGO STREET IN SAINT-PETERSBURG

DESIGN PROPOSAL

DESCRIPTIONCity highway cable-stayed overpass on Chernyahovskogo Street and Kremenchugskaya Street in SPb.

Cable-Stayed part should cross RR toward Moscow direction.

Basic features:

� continuous irregular span by length - 252 m

� cable-stayed span - 252 m

SCOPE OF WORKS

� project design

� investment justification

CLIENTSaint-Petersburg Road Administration Direction of transport construction Lengiproinzproekt, SPb

DESIGN PERIOD 2006

URAL

DESCRIPTION

Two pylons cable-stayed Bridge Crossing over the Kama

River connecting Northern and Eastern parts of the city

of Perm.

� Bridge crossing presented as follows

250+520+250 m

� pylons – A-shaped

� main span – 520 m

� locations of cable stays – fan type in two planes

� heights of pylons – 160 m

CABLE-STAYED BRIDGE CROSSING OVER THE KAMA RIVER IN PERM

DESIGN PROPOSAL

� total length of bridge – 1,256 m

SCOPE OF WORKS

� general design

� predesign

CLIENT

Road Administration of Perm City

Perm improvement

DESIGN PERIOD

2008

Yablochkova str. 7, Saint-Petersburg, Russia, 197198; e-mail: office@gpsm.ru; www.gpsm.ru

bridges

general design

tunnels

design of constructions

civil engineering design

construction technology

footbridges

monitoring of structures

embankments & berths

field supervision

sport structures

sophisticated engineering

analysis

SC INSTITUTE GIPROSTROYMOST - SAINT-PETERSBURG