Protection of landslides within DW 965 in m. Laskowa Upper III (Q112548): Difference between revisions
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(Removed claim: summary (P836): For the task, the documentation sheet 1207062 and the working number D III, issued by the State Geological Institute on the 21.03.2011th day, are to be followed by a system of landslides which is to be drained by the construction of a combustible solid ground smoke orchard in a 1.5 m gauge and 2.5 m on the western side of the road. For the construction of the fire orchards are allocated a pale with a larger length. 20 m in diameter: 0.80 m. 26...) |
(Created claim: summary (P836): For the task, a documentation card of landslides with registration number 1207062 and working number d III was obtained, issued by the National Geological Institute on 21.03.2011.Stabilisation of the landslide will take place by making a palisade of reinforced concrete piles topped with a trailer anchored with ground anchors in the distance of 1.5 m and 2.5 m on the western side of the road. Large-diameter reinforced concrete pallets were used f...) |
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For the task, a documentation card of landslides with registration number 1207062 and working number d III was obtained, issued by the National Geological Institute on 21.03.2011.Stabilisation of the landslide will take place by making a palisade of reinforced concrete piles topped with a trailer anchored with ground anchors in the distance of 1.5 m and 2.5 m on the western side of the road. Large-diameter reinforced concrete pallets were used for the construction of the palisade. 20 m in diameter 0.80 m. The length of ground anchors is 24 m. In addition, a reinforcement mattress under the road body consisting of two layers of GEOMAT cellular filled with broken stone, interlayered geosiac with rigid nodes. 260 m, number of burns: 145 pcs, number of ground anchors: 145 pcs, thickness of the strengthening mattress: 40 cm, designed slope gradient: 1:1:5.The refurbishment of DW 965 will consist of rebuilding the surface structure. Nominal cross-section of the road: 2x3 m 6 m, G road class, KR4 traffic category, design speed of 40 kmh. Other information is contained in section Q. (English) | |||||||||||||||
| Property / summary: For the task, a documentation card of landslides with registration number 1207062 and working number d III was obtained, issued by the National Geological Institute on 21.03.2011.Stabilisation of the landslide will take place by making a palisade of reinforced concrete piles topped with a trailer anchored with ground anchors in the distance of 1.5 m and 2.5 m on the western side of the road. Large-diameter reinforced concrete pallets were used for the construction of the palisade. 20 m in diameter 0.80 m. The length of ground anchors is 24 m. In addition, a reinforcement mattress under the road body consisting of two layers of GEOMAT cellular filled with broken stone, interlayered geosiac with rigid nodes. 260 m, number of burns: 145 pcs, number of ground anchors: 145 pcs, thickness of the strengthening mattress: 40 cm, designed slope gradient: 1:1:5.The refurbishment of DW 965 will consist of rebuilding the surface structure. Nominal cross-section of the road: 2x3 m 6 m, G road class, KR4 traffic category, design speed of 40 kmh. Other information is contained in section Q. (English) / rank | |||||||||||||||
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| Property / summary: For the task, a documentation card of landslides with registration number 1207062 and working number d III was obtained, issued by the National Geological Institute on 21.03.2011.Stabilisation of the landslide will take place by making a palisade of reinforced concrete piles topped with a trailer anchored with ground anchors in the distance of 1.5 m and 2.5 m on the western side of the road. Large-diameter reinforced concrete pallets were used for the construction of the palisade. 20 m in diameter 0.80 m. The length of ground anchors is 24 m. In addition, a reinforcement mattress under the road body consisting of two layers of GEOMAT cellular filled with broken stone, interlayered geosiac with rigid nodes. 260 m, number of burns: 145 pcs, number of ground anchors: 145 pcs, thickness of the strengthening mattress: 40 cm, designed slope gradient: 1:1:5.The refurbishment of DW 965 will consist of rebuilding the surface structure. Nominal cross-section of the road: 2x3 m 6 m, G road class, KR4 traffic category, design speed of 40 kmh. Other information is contained in section Q. (English) / qualifier | |||||||||||||||
point in time: 20 October 2020
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Revision as of 12:05, 20 October 2020
Project in Poland financed by DG Regio
| Language | Label | Description | Also known as |
|---|---|---|---|
| English | Protection of landslides within DW 965 in m. Laskowa Upper III |
Project in Poland financed by DG Regio |
Statements
4,129,896.23 zloty
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4,858,701.45 zloty
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85.0 percent
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20 October 2017
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31 October 2018
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WOJEWÓDZTWO MAŁOPOLSKIE
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Dla zadania pozyskana została Karta dokumentacyjna osuwiska z numerem ewidencyjnym 1207062 oraz numerem roboczym d III, wydana przez Państwowy Instytut Geologiczny w dniu 21.03.2011 r.Stabilizacja osuwiska nastąpi poprzez wykonanie palisady z pali żelbetowych zwieńczonych oczepem kotwionym kotwami gruntowymi w rozstawie 1,5 m oraz 2,5 m po zachodniej stronie drogi. Do budowy palisady przeznaczono pale żelbetowe wielkośrednicowe dł. 20 m średnicy 0,80 m. Długość kotew gruntowych wynosi 24 m. Ponadto projektuje się materac wzmacniający pod korpusem drogi złożony z dwóch warstw geomat komórkowych wypełnionych kamieniem łamanym, przewarstwionymi geosiatką o sztywnych węzłach.Całkowita dł. zabezpieczenia: 260 m, ilość pali: 145 szt., ilość kotew gruntowych: 145 szt., grubość materaca wzmacniającego: 40 cm, projektowane nachylenie skarp: 1:1:5.Przebudowa DW 965 polegać będzie na odbudowie konstrukcji nawierzchni. Nominalny przekrój jezdni: 2x3 m 6 m, klasa drogi G, kategoria ruchu KR4, prędkość projektowa 40 kmh. Pozostałe informacje zawarte zostały w części Q. (Polish)
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For the task, a documentation card of landslides with registration number 1207062 and working number d III was obtained, issued by the National Geological Institute on 21.03.2011.Stabilisation of the landslide will take place by making a palisade of reinforced concrete piles topped with a trailer anchored with ground anchors in the distance of 1.5 m and 2.5 m on the western side of the road. Large-diameter reinforced concrete pallets were used for the construction of the palisade. 20 m in diameter 0.80 m. The length of ground anchors is 24 m. In addition, a reinforcement mattress under the road body consisting of two layers of GEOMAT cellular filled with broken stone, interlayered geosiac with rigid nodes. 260 m, number of burns: 145 pcs, number of ground anchors: 145 pcs, thickness of the strengthening mattress: 40 cm, designed slope gradient: 1:1:5.The refurbishment of DW 965 will consist of rebuilding the surface structure. Nominal cross-section of the road: 2x3 m 6 m, G road class, KR4 traffic category, design speed of 40 kmh. Other information is contained in section Q. (English)
20 October 2020
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Identifiers
RPMP.05.01.01-12-0459/17
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