Babic bypass (Q112980): Difference between revisions
Jump to navigation
Jump to search
(Changed an Item) |
(Created claim: summary (P836): The total length selected for the implementation of the road section of the bypass is about 4.8 km. The beginning of the section — the existing intersection of the DW 780 (ul. Oświęcibulska) from DP 1014K (ul.Piłsudskiego), the end of W 780 km (ul. Kraków ref. 160 km approx. 0 + 800). The road will be by Class G, single-carriageway with two lanes (lane width 3.5 m). Characteristics of the design of the road system: — road class: G — design speed...) |
||
| Property / summary | |||
The total length selected for the implementation of the road section of the bypass is about 4.8 km. The beginning of the section — the existing intersection of the DW 780 (ul. Oświęcibulska) from DP 1014K (ul.Piłsudskiego), the end of W 780 km (ul. Kraków ref. 160 km approx. 0 + 800). The road will be by Class G, single-carriageway with two lanes (lane width 3.5 m). Characteristics of the design of the road system: — road class: G — design speed: 60 km/h; A maximum speed of 80 km/h; Traffic category: KR4 — pavement load limits: 115 kN/centre line of the main road: — width of road: 7.0 m (2 x 3.5 m); — width of land shoulders: min. 1.25 m; — slope of road hand: min. 1: 1,5; — slope and anti-complaints procedure: min. 1: 1,5; — Width of the grass bed: min. 0.40 m, transversal movement on bridge structures — 2 bridges (Płazanka stream, ‘Zmornica’): — load classes “A”, — road class within the facility: G — width of road: 8.0 m (0,5 + 3,5 + 3,5 + 0.5 m); Useable width of walkway: 2.0 m x 2 Parameters for junctions geometry: The intersection of DW 780 from DP 1014K as a four-pack roundabout; — intersection with DW 781, as a four-pack roundabout; — intersection with DW 780 — as a roundabout to a three-intake intersection — normal intersection partly analysed with road 1010K — road intersection with the intersection of normal traffic with the district road 1020K. there was no more than a standard safety solution: — thick-film, chemichardened marking; — additional marking of retro-reflection components placed on the surface; — wider-acoustic lines; An aggregate brightening exercise in the wearing course of the wearing course; — illuminated signs C-9 on islands and azines; Active D-6 signs at pedestrian crossings; — additional pedestrian crossings; — Hybrid lighting, with the use of energy efficient (LED) equipment, by means of a labelling of wild game. (English) | |||
| Property / summary: The total length selected for the implementation of the road section of the bypass is about 4.8 km. The beginning of the section — the existing intersection of the DW 780 (ul. Oświęcibulska) from DP 1014K (ul.Piłsudskiego), the end of W 780 km (ul. Kraków ref. 160 km approx. 0 + 800). The road will be by Class G, single-carriageway with two lanes (lane width 3.5 m). Characteristics of the design of the road system: — road class: G — design speed: 60 km/h; A maximum speed of 80 km/h; Traffic category: KR4 — pavement load limits: 115 kN/centre line of the main road: — width of road: 7.0 m (2 x 3.5 m); — width of land shoulders: min. 1.25 m; — slope of road hand: min. 1: 1,5; — slope and anti-complaints procedure: min. 1: 1,5; — Width of the grass bed: min. 0.40 m, transversal movement on bridge structures — 2 bridges (Płazanka stream, ‘Zmornica’): — load classes “A”, — road class within the facility: G — width of road: 8.0 m (0,5 + 3,5 + 3,5 + 0.5 m); Useable width of walkway: 2.0 m x 2 Parameters for junctions geometry: The intersection of DW 780 from DP 1014K as a four-pack roundabout; — intersection with DW 781, as a four-pack roundabout; — intersection with DW 780 — as a roundabout to a three-intake intersection — normal intersection partly analysed with road 1010K — road intersection with the intersection of normal traffic with the district road 1020K. there was no more than a standard safety solution: — thick-film, chemichardened marking; — additional marking of retro-reflection components placed on the surface; — wider-acoustic lines; An aggregate brightening exercise in the wearing course of the wearing course; — illuminated signs C-9 on islands and azines; Active D-6 signs at pedestrian crossings; — additional pedestrian crossings; — Hybrid lighting, with the use of energy efficient (LED) equipment, by means of a labelling of wild game. (English) / rank | |||
Normal rank | |||
Revision as of 08:14, 10 March 2020
Project in Poland financed by DG Regio
| Language | Label | Description | Also known as |
|---|---|---|---|
| English | Babic bypass |
Project in Poland financed by DG Regio |
Statements
16,410,168.28 zloty
0 references
3,938,440.3871999998 Euro
0.24 Euro
13 January 2020
0 references
21,175,472.31 zloty
0 references
85.0 percent
0 references
10 April 2017
0 references
31 December 2019
0 references
WOJEWÓDZTWO MAŁOPOLSKIE
0 references
Całkowita długość wybranego do realizacji odcinka budowy obwodnicy wynosi ok. 4,8 km. Początek odcinka - istniejące skrzyżowanie DW 780 (ul. Oświęcimska) z DP 1014K (ul.Piłsudskiego), koniec – DW 780 km (ul. Krakowska odc. ref. 160 km ok 0+800). Droga będzie drogą klasy G, jednojezdniową, posiadającą dwa pasy ruchu (szerokość pasa ruchu 3,5 m). Charakterystyczne parametry projektowanego układu drogowego: - klasa drogi: G - prędkość projektowa 60 km/h; - prędkość miarodajna 80 km/h; - kategoria ruchu: KR4 - dopuszczalne obciążenia nawierzchni : 115 kN/oś Przekrój poprzeczny jezdni głównej: - szerokość jezdni: 7,0 m (2 x 3,5 m); - szerokość poboczy gruntowych: min. 1,25 m; - pochylenie skarp drogowych: min. 1:1,5; - pochylenie skarp i przeciwskarp rowów trapezowych: min. 1:1,5; - szerokość dna rowu trapezowego: min. 0,40 m, Przekrój poprzeczny na obiektach mostowych - 2 obiekty mostowe (potok Płazanka, ciek Zmornica): - klasy obciążeń „A", - klasa drogi w ciągu obiektu: G - szerokość jezdni: min. 8,0 m (0,5 + 3,5 + 3,5 + 0,5 m); - szerokość użytkowa chodnika : 2,0 m x 2 Parametry w zakresie geometrii skrzyżowań: - skrzyżowanie DW 780 z DP 1014K - jako rondo czterowlotowe ; - skrzyżowanie z DW 781 – jako rondo czterowlotowe ; - skrzyżowanie z DW 780 – jako rondo trójwlotowe - skrzyżowanie zwykłe częściowo skanalizowane z drogą powiatową 1010K - skrzyżowanie zwykłe z drogą powiatową 1020K Zastosowano ponadstandardowe rozwiązania zwiększające bezpieczeństwo: - grubowarstwowe, chemoutwardzalne oznakowanie poziome; - dodatkowe oznakowanie elementami odblaskowymi umieszczonymi w nawierzchni; - wibroakustyczne linie krawędziowe; - kruszywo rozjaśniające w warstwie ścieralnej nawierzchni; - podświetlane znaki drogowe C-9 na wyspach i azylach; - aktywne znaki D-6 na przejściach dla pieszych; - dodatkowe oświetlenie przejść dla pieszych; - oświetlenie z zasilaniem hybrydowym, z wykorzystaniem urządzeń energooszczędnych (LED) - oznakowanie odstraszające zwierzynę. (Polish)
0 references
The total length selected for the implementation of the road section of the bypass is about 4.8 km. The beginning of the section — the existing intersection of the DW 780 (ul. Oświęcibulska) from DP 1014K (ul.Piłsudskiego), the end of W 780 km (ul. Kraków ref. 160 km approx. 0 + 800). The road will be by Class G, single-carriageway with two lanes (lane width 3.5 m). Characteristics of the design of the road system: — road class: G — design speed: 60 km/h; A maximum speed of 80 km/h; Traffic category: KR4 — pavement load limits: 115 kN/centre line of the main road: — width of road: 7.0 m (2 x 3.5 m); — width of land shoulders: min. 1.25 m; — slope of road hand: min. 1: 1,5; — slope and anti-complaints procedure: min. 1: 1,5; — Width of the grass bed: min. 0.40 m, transversal movement on bridge structures — 2 bridges (Płazanka stream, ‘Zmornica’): — load classes “A”, — road class within the facility: G — width of road: 8.0 m (0,5 + 3,5 + 3,5 + 0.5 m); Useable width of walkway: 2.0 m x 2 Parameters for junctions geometry: The intersection of DW 780 from DP 1014K as a four-pack roundabout; — intersection with DW 781, as a four-pack roundabout; — intersection with DW 780 — as a roundabout to a three-intake intersection — normal intersection partly analysed with road 1010K — road intersection with the intersection of normal traffic with the district road 1020K. there was no more than a standard safety solution: — thick-film, chemichardened marking; — additional marking of retro-reflection components placed on the surface; — wider-acoustic lines; An aggregate brightening exercise in the wearing course of the wearing course; — illuminated signs C-9 on islands and azines; Active D-6 signs at pedestrian crossings; — additional pedestrian crossings; — Hybrid lighting, with the use of energy efficient (LED) equipment, by means of a labelling of wild game. (English)
0 references
Identifiers
RPMP.07.01.01-12-0570/16
0 references