Automobile Road Tokarevskogo Cape – Kungasny Cape – Russkaya St. – Makovskogo St.

Highway along the Amur Bay

DESCRIPTION

Construction of the highway Tokarevskogo Cape — Kungasny Cape — Russkaya St. – Makovskogo St.

BASIC TECHNICAL AND ECONOMIC INDICATORS
  • construction length –20,1 km
  • speed – 80 km/h
  • subgrade width – 23,95 m
  • carriageway width – 2х7.5 m
  • bridges and overpasses – 10 pcs.
  • traffic interchanges at different levels – 7 pcs.
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
ROUTE FACILITIES
Traffic Interchanges
  • traffic interchange in the area of Kazanskaya Street intersects the main route on PK 26+80.227.

Junction consists of the overpass over the base line of the designed automobile road and two overpasses with exits. Reconstruction of the existing overpass over RR and construction of a new overpass is performed as a part of the traffic interchange.

The base line flyover is a beam-type reinforced concrete type with continuous decks. Flyover supports are column-mounted placed on bored pile foundation with deep-grid pile foundations.

Flyovers of exits are fulfilled with RC slab continuous decks.

  • traffic interchange in the area of Kuznetsova Cape crosses the main route on PK 75+79.768.

Structure has three flyovers: first over the base line and two others of exits.

Viaduct over the base line is a composite reinforced concrete beam type with continuous decks. Overpass supports are column-mounted placed on bored pile foundation with deep-grid pile foundations.

Flyovers of exits are designed with RC beam continuous decks

  • traffic interchange in the area of Ostryakova Prospect (near the oil export terminal) and crosses the main route on PK 88+70.96.

Traffic interchange consists of the flyover over the base line and two flyovers of exits.

Viaduct over the base line is a composite reinforced concrete beam type with continuous decks. Overpass supports are column-mounted placed on bored pile foundation with deep-grid pile foundations.

Flyovers of exits are fulfilled with RC beam continuous decks

  • traffic interchange of Morgorodok Railway Station crosses the main route on PK 94+41.00 and PK 97+07.00.

Structure consists of 6 beam flyovers of continuous RC decks.

  • traffic interchange in the area of the Vtoraya Rechka Bay on PK 117+98.5 of the main route

Traffic interchange consists of 4 exits from the main route on the Prospect of the 100th Anniversary of Vladivostok.

Overpasses C1, C4: beam of continuous RC and composite reinforced concrete decks

Flyovers C2, C3: beam of continuous RC decks.

  • traffic interchange of Chapaeva Street crosses the main route on PK 155+82.5.

Junction consists of a single flyover of the exit above the main route. The viaduct is a beam continuous type of reinforced concrete.

  • Sedanka traffic interchange

Construction of flyover over the base line on PK 201+000 is assumed to be performed as a part of the traffic interchange. Conceived viaduct is a beam continuous composite reinforced concrete type.

 Structures along the base line
  • bridge on PK 52+22.590

State-of-the-Art city bridge begins at Shchetininoy Cape, crosses the water basin of amazing Amur Bay and ends at Kuznetsova Cape. Bridge crossing total length: L=4,501.3 m.

Composite reinforced concrete girder bridge with continuous decks. Bridge supports are column-mounted placed on a bored pile foundation with deep-grid pile foundations.

  • bridge on PK 89+69.870

City bridge begins at the harbor Likhternaya, crosses the oil terminal and ends in the area of the Pervaya Rechka. Bridge crossing total length: L=795.69 m.

Composite reinforced concrete girder bridge with continuous decks. Bridge supports are column-mounted placed on a bored pile foundation with deep-grid pile foundations.

  • bridge on PK 105+00.000

City Bridge is located in the bay of a brick factory. Bridge crossing total length: L=54.0 m.

Girder bridge, single-span with a deck total length of 42.0 m.

  • bridge on PK 112+36.400

The city bridge crosses the Vtoraya Rechka. Bridge crossing total length: L=54.1 m.

Girder bridge, single-span with a deck total length of 42.0 m.

  • bridge on PK 153+04.370

City flyover crosses the railway. Bridge crossing total length: L=418.54 m.

Composite reinforced concrete girder overpass with continuous decks. Overpass supports are column-mounted placed on a bored pile foundation with deep-grid pile foundations.

  • bridge on PK 176+40.100

City viaduct crosses the lower terrain area. Total length: L=106.5 m.

Composite reinforced concrete girder overpass with continuous decks. Overpass supports are column-mounted placed on a bored pile foundation with deep-grid pile foundations.

  • bridge on PK 181+25.000

City flyover crosses the lower terrain area. Total length: L=54.400 m.

Reinforced concrete girder overpass with continuous decks. Overpass supports are column-mounted placed on a bored pile foundation with deep-grid pile foundations.

  • bridge on PK 187+00.000

City flyover crosses the lower terrain area. Total length: L=48.40 m.

Reinforced concrete girder overpass with continuous decks. Overpass supports are column-mounted placed on a bored pile foundation with deep-grid pile foundations.

  • bridge on PK 189+13.512

City flyover crosses the lower terrain area. Total length: L=102.625 m.

Reinforced concrete girder overpass with continuous decks. Overpass supports are column-mounted placed on a bored pile foundation with deep-grid pile foundations.

  • bridge on PK 191+92.632

City flyover crosses the lower terrain area. Total length: L=84.625 m.

Reinforced concrete girder overpass with continuous decks. Overpass supports are column-mounted placed on a bored pile foundation with deep-grid pile foundations.

SCOPES OF WORKS
  • investment substantiation
  • initial data analysis
  • development of architectural concept
  • design of highway architectural solutions
  • design of structures architectural structures
  • calculation of traffic intensity and traffic pattern on the Street-Road Network of coastal area of automobile road
  • preliminary analysis of costs for withdrawal of land plots and real estate for automobile road construction
  • monitoring of the existing condition and development of the transport system of Vladivostok with premises
  • estimation of traffic flows for design dates (2023, 2033), including the schema of connection to the urban road network
  • estimation regarding substantiation of cost-effective phased commissioning the road sections, traffic interchanges, and bridge crossings
CLIENT

Administration of Vladivostok City.

DESIGN PERIOD

2013