title: Ð Ð°Ð·ÑÐ°Ð±Ð¾ÑÐºÐ° Ð¿ÑÐ¾ÐµÐºÑÐ° Ð´Ð²ÑÑ ÑÑÐ¾Ð²Ð½ÐµÐ²Ð¾Ð¹ ÑÐ°Ð·Ð²ÑÐ·ÐºÐ¸ Ð½Ð° Ð°Ð²ÑÐ¾Ð¼Ð¾Ð±Ð¸Ð»ÑÐ½Ð¾Ð¹ Ð´Ð¾ÑÐ¾Ð³Ðµ Ð² Ð Ð¾ÑÑÐ¾Ð²ÑÐºÐ¾Ð¹ Ð¾Ð±Ð»Ð°ÑÑÐ¸
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð±Ð°ÐºÐ°Ð»Ð°Ð²ÑÐ°
titleType: Subtitle
title: Development of a project of two-level interchange on the highway in the Rostov region
Creators: name: Ð¡Ð¼Ð¸ÑÐ½Ð¾Ð²Ð°, ÐÐ½Ð°ÑÑÐ°ÑÐ¸Ñ
Publisher: name: Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³ÑÐºÐ¸Ð¹ Ð¿Ð¾Ð»Ð¸ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ½Ð¸Ð²ÐµÑÑÐ¸ÑÐµÑ ÐÐµÑÑÐ° ÐÐµÐ»Ð¸ÐºÐ¾Ð³Ð¾
Year: 2023
Subjects: ÑÑÐ°Ð½ÑÐ¿Ð¾ÑÑÐ½ÑÐµ ÑÐ°Ð·Ð²ÑÐ·ÐºÐ¸
Ð°Ð²ÑÐ¾Ð¼Ð¾Ð±Ð¸Ð»ÑÐ½ÑÐµ Ð´Ð¾ÑÐ¾Ð³Ð¸
Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð°Ð²ÑÐ¾Ð¼Ð¾Ð±Ð¸Ð»ÑÐ½ÑÑ Ð´Ð¾ÑÐ¾Ð³
Ð´Ð¾ÑÐ¾Ð¶Ð½Ð¾Ðµ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ð¾
transport interchanges
roads
road design
road construction

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description: This work is related to the development of the project of a road junction in the Rostov region. The tasks that were set in the work are: -definition and analysis of climatic characteristics of the design area of the transport interchange; -analysis of competitive options of interchanges and feasibility study of the choice; -design of the interchange exist and artificial structures (culverts); -calculation of the pavement design for the exits of the traffic interchange and the preparation of the local estimates for the construction of pavement. At the initial stage of final qualification work execution the climatic peculiarities of the design region were determined. As a result of the technical and economic comparison of considered variants of transport interchange for the project development there was adopted the variant with the least amount of works and the least amount of exits. Based on the calculated and normative values adopted in accordance with SP 34.13330.2021 the geometric parameters of the exit ramps have been determined. Based on these data, the design of the exit ramps and culverts was performed. Also in accordance with PNST 542-2021 the optimal design of exits pavement was selected and calculated with âTopomatic Robur-Road pavementâ software package. Plan, longitudinal and cross-sectional profiles have been designed with âTopomatic Robur â Highwaysâ. On the basis of the design performed and determination of the total amount of work, a local estimate for the road pavement was made.