Babic bypass (Q112980): Difference between revisions
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(Removed 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 spe...) |
(Created claim: summary (P836): The total length of the selected section of the construction of the ring road is approx. It’s 4,8 miles. The beginning of the section is the existing junction of DW 780 (ul. Auschwitz) from DP 1014K (Piłsudski Street), end – DW 780 km (ul. Krakowska odc. ref. 160 km approx. 0+ 800). The road will be a G-class road, a one-way road with two lanes (lane width of 3.5 m). Characteristic parameters of the design road system: — road class: G – design s...) |
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The total length of the selected section of the construction of the ring road is approx. It’s 4,8 miles. The beginning of the section is the existing junction of DW 780 (ul. Auschwitz) from DP 1014K (Piłsudski Street), end – DW 780 km (ul. Krakowska odc. ref. 160 km approx. 0+ 800). The road will be a G-class road, a one-way road with two lanes (lane width of 3.5 m). Characteristic parameters of the design road system: — road class: G – design speed of 60 km/h; — measuring speed of 80 km/h; — traffic category: KR4 – permissible surface loads: 115 kN/axis The cross-section of the main road: — width of the road: 7,0 m (2 x 3,5 m); — width of the roadsides: min. 1,25 m; — inclination of road scarves: min. 1:1,5; — inclination of scarves and trapezoidal ditches: min. 1:1,5; — width of the bottom of a trapezoidal ditch: min. 0.40 m, Cross section on bridge objects – 2 bridge objects (Płazanka stream, Zmornica flow): — load class “A”, – road class within the object: G – width of the road: min. 8,0 m (0,5 + 3,5 + 3,5 + 0.5 m); — usable width of the pavement: 2,0 m x 2 Intersection geometry parameters: — intersection of DW 780 with DP 1014K – as a four-intake roundabout; — intersection with DW 781 – as a four-intake roundabout; — intersection with DW 780 – as a three-way roundabout – a semi-canalised junction with the district road 1010K – an ordinary intersection with the district road 1020K Applied solutions to increase safety: — thick, chemical-curing horizontal markings; — additional marking with retro-reflecting elements on the surface; — vibroacous edgelines; — brightening aggregate in the abrasive layer of the surface; — illuminated C-9 traffic signs on islands and asylums; — active D-6 marks at pedestrian crossings; — additional illumination for pedestrians; — Hybrid lighting, using energy-saving appliances (LED) – a deterrent marking. (English) | |||||||||||||||
| Property / summary: The total length of the selected section of the construction of the ring road is approx. It’s 4,8 miles. The beginning of the section is the existing junction of DW 780 (ul. Auschwitz) from DP 1014K (Piłsudski Street), end – DW 780 km (ul. Krakowska odc. ref. 160 km approx. 0+ 800). The road will be a G-class road, a one-way road with two lanes (lane width of 3.5 m). Characteristic parameters of the design road system: — road class: G – design speed of 60 km/h; — measuring speed of 80 km/h; — traffic category: KR4 – permissible surface loads: 115 kN/axis The cross-section of the main road: — width of the road: 7,0 m (2 x 3,5 m); — width of the roadsides: min. 1,25 m; — inclination of road scarves: min. 1:1,5; — inclination of scarves and trapezoidal ditches: min. 1:1,5; — width of the bottom of a trapezoidal ditch: min. 0.40 m, Cross section on bridge objects – 2 bridge objects (Płazanka stream, Zmornica flow): — load class “A”, – road class within the object: G – width of the road: min. 8,0 m (0,5 + 3,5 + 3,5 + 0.5 m); — usable width of the pavement: 2,0 m x 2 Intersection geometry parameters: — intersection of DW 780 with DP 1014K – as a four-intake roundabout; — intersection with DW 781 – as a four-intake roundabout; — intersection with DW 780 – as a three-way roundabout – a semi-canalised junction with the district road 1010K – an ordinary intersection with the district road 1020K Applied solutions to increase safety: — thick, chemical-curing horizontal markings; — additional marking with retro-reflecting elements on the surface; — vibroacous edgelines; — brightening aggregate in the abrasive layer of the surface; — illuminated C-9 traffic signs on islands and asylums; — active D-6 marks at pedestrian crossings; — additional illumination for pedestrians; — Hybrid lighting, using energy-saving appliances (LED) – a deterrent marking. (English) / rank | |||||||||||||||
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| Property / summary: The total length of the selected section of the construction of the ring road is approx. It’s 4,8 miles. The beginning of the section is the existing junction of DW 780 (ul. Auschwitz) from DP 1014K (Piłsudski Street), end – DW 780 km (ul. Krakowska odc. ref. 160 km approx. 0+ 800). The road will be a G-class road, a one-way road with two lanes (lane width of 3.5 m). Characteristic parameters of the design road system: — road class: G – design speed of 60 km/h; — measuring speed of 80 km/h; — traffic category: KR4 – permissible surface loads: 115 kN/axis The cross-section of the main road: — width of the road: 7,0 m (2 x 3,5 m); — width of the roadsides: min. 1,25 m; — inclination of road scarves: min. 1:1,5; — inclination of scarves and trapezoidal ditches: min. 1:1,5; — width of the bottom of a trapezoidal ditch: min. 0.40 m, Cross section on bridge objects – 2 bridge objects (Płazanka stream, Zmornica flow): — load class “A”, – road class within the object: G – width of the road: min. 8,0 m (0,5 + 3,5 + 3,5 + 0.5 m); — usable width of the pavement: 2,0 m x 2 Intersection geometry parameters: — intersection of DW 780 with DP 1014K – as a four-intake roundabout; — intersection with DW 781 – as a four-intake roundabout; — intersection with DW 780 – as a three-way roundabout – a semi-canalised junction with the district road 1010K – an ordinary intersection with the district road 1020K Applied solutions to increase safety: — thick, chemical-curing horizontal markings; — additional marking with retro-reflecting elements on the surface; — vibroacous edgelines; — brightening aggregate in the abrasive layer of the surface; — illuminated C-9 traffic signs on islands and asylums; — active D-6 marks at pedestrian crossings; — additional illumination for pedestrians; — Hybrid lighting, using energy-saving appliances (LED) – a deterrent marking. (English) / qualifier | |||||||||||||||
point in time: 20 October 2020
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Revision as of 11:53, 20 October 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
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19,306,080.34 zloty
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85.0 percent
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10 April 2017
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31 December 2019
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WOJEWÓDZTWO MAŁOPOLSKIE
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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)
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The total length of the selected section of the construction of the ring road is approx. It’s 4,8 miles. The beginning of the section is the existing junction of DW 780 (ul. Auschwitz) from DP 1014K (Piłsudski Street), end – DW 780 km (ul. Krakowska odc. ref. 160 km approx. 0+ 800). The road will be a G-class road, a one-way road with two lanes (lane width of 3.5 m). Characteristic parameters of the design road system: — road class: G – design speed of 60 km/h; — measuring speed of 80 km/h; — traffic category: KR4 – permissible surface loads: 115 kN/axis The cross-section of the main road: — width of the road: 7,0 m (2 x 3,5 m); — width of the roadsides: min. 1,25 m; — inclination of road scarves: min. 1:1,5; — inclination of scarves and trapezoidal ditches: min. 1:1,5; — width of the bottom of a trapezoidal ditch: min. 0.40 m, Cross section on bridge objects – 2 bridge objects (Płazanka stream, Zmornica flow): — load class “A”, – road class within the object: G – width of the road: min. 8,0 m (0,5 + 3,5 + 3,5 + 0.5 m); — usable width of the pavement: 2,0 m x 2 Intersection geometry parameters: — intersection of DW 780 with DP 1014K – as a four-intake roundabout; — intersection with DW 781 – as a four-intake roundabout; — intersection with DW 780 – as a three-way roundabout – a semi-canalised junction with the district road 1010K – an ordinary intersection with the district road 1020K Applied solutions to increase safety: — thick, chemical-curing horizontal markings; — additional marking with retro-reflecting elements on the surface; — vibroacous edgelines; — brightening aggregate in the abrasive layer of the surface; — illuminated C-9 traffic signs on islands and asylums; — active D-6 marks at pedestrian crossings; — additional illumination for pedestrians; — Hybrid lighting, using energy-saving appliances (LED) – a deterrent marking. (English)
20 October 2020
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Identifiers
RPMP.07.01.01-12-0570/16
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