RU2007128749A - TRANSPORT COMPLEX OF THE CITY, MEGAPOLIS AND METHOD FOR REGULATING AND UNLOADING TRANSPORT FLOWS OF THE CITY, MEGAPOLIS - Google Patents

Claims (37)

1. The transport complex of the city, the metropolis, characterized in that it includes prevailing and evolving zones, differentiated by the direction of traffic flows and the prevailing direction vectors of macro-urban, local-regional and local-inter-district intra-city movements of vehicles, including at least partially gravitating towards each other in the opposite direction of the aforementioned prevailing vectors of the exit and drain zone of the corresponding traffic flows, as well as providing launch of appropriate vehicles, at least ground and underground transport, of the system of roads and roads, including those connected to at least one radial-ring system dividing the city, megalopolis into quarters and districts, including city highways and highways , main and secondary roads, engineering structures - bridges, tunnels, overpasses, traffic interchanges, while the transport complex contains at least one, oriented to the closure of mutually gravitational dr d to a friend according to the direction of the prevailing vectors of the outcome and runoff of traffic flows of intra-regional or inter-district zones of the city, located mainly in one or adjacent sectors, or in one half of the city, a highway or a road combined for different modes of transport, eccentrically cutting the territory of the city, made , preferably, with a closed loop, for example, a compound complex conjugate, ellipsoidal or quasi-ellipsoidal, or with a polycentric variable curvature with the number of centers of curvature of the contour Hurray more than two, while the said road or road is connected by at least one of the sections to at least one of the previously constructed radial-ring system roads and is preferably connected via traffic flows to similar streams of at least one of the aforementioned roads and / or at least one intersection thereof. 2. The transport complex of the city, megalopolis according to claim 1, characterized in that the newly constructed highway or road eccentrically cutting the territory of the city is made by connecting a group of zones of traffic centers mutually gravitating in terms of local sources and drains, eccentrically located relative to the city center and concentrated no more than on half of its territory and forms a transport artery of the second degree of locality. 3. The transport complex of the city, megalopolis according to claim 1, characterized in that the newly built road or road connecting at least two mutually gravitationally targeted local traffic flows is closed, for example, eccentrically with respect to the central zone of the city, circular, loop-shaped or quasi-polycentric and located within one of the existing local regions of the city or linking the transport mutually gravitating zones of adjacent regions. 4. The transport complex of the city, metropolis according to claim 1, characterized in that the newly constructed road or road is eccentric relative to the central part of the city and has a locally quasi-ellipsoidal configuration in plan, including within the contour of at least one of the ring roads cities of the radial ring system. 5. The transport complex of the city, megalopolis according to claim 1, characterized in that the newly constructed road or road is made with a tangent abutment and the possibility of overflow and redistribution of traffic flows from at least one of the ring and / or radially oriented previously constructed roads radial ring system. 6. The transport complex of the city, megalopolis according to claim 1, characterized in that the newly constructed road or road is closed with an arbitrary multi-distance coverage of the existing central part of the city, megalopolis. 7. The transport complex of the city, megalopolis according to claim 1, characterized in that the newly constructed highway or road is made with double pairwise oncoming intersection of at least one of the ring roads of the city, megalopolis and is endowed, for example, with an ellipsoidal or quasi-ellipsoidal configuration in plan . 8. The transport complex of the city, metropolis according to claim 1, characterized in that it is additionally equipped in a direction tied to the conditional short axis of the main constructed road or road, made quasi-ellipsoidal, at least one, preferably at least two roads or roads open arched facing convex in the plan, mainly to the city center, and concavity to the outer ring road without intersection or with the intersection of the last at least one of the mentioned additional roads and roads. 9. The transport complex of the city, megalopolis according to claim 1, characterized in that it is provided with at least an additional unloading traffic flow road or closed loop, made with the main constructed road or road, preferably in the form of two closed loops with unidirectional or cross-oriented axes of the same name in plan, preferably quasi-ellipsoid or polycentric, with the number of local centers of curvature of more than two and with an angle a between their axes of the same name, with a span of cent cial section of both newly constructed roads or roads and yield, advantageously greater axis beyond the outer beltway one or all of said additional roads or roads. 10. The transport complex of the city, megalopolis according to claim 1, characterized in that the outer sections of the newly built motorway or road are outside the outer ring motor road of the city, megalopolis, mainly with the entry or coverage of urban areas that protrude the outer ring motorway of the city, megalopolis . 11. The transport complex of the city, megalopolis according to claim 1, characterized in that it includes a system of intersecting motor, tram, trolleybus, railways, tracks and branches, metro lines, including radial-ring systems, bridge crossings, overpasses to at the intersections of highways and highways, including overpasses for heating mains, traffic interchanges, overpasses, bus stations and train stations for other modes of transport, airports, while the radial-ring system of the transport set The sa was made with at least two ring roads, at least the outer of which is located in the peripheral zone of the city, metropolis and contains at least 0.42-0.51 units / km of intersections with other roads of the transport complex, of which at least 20% are intersections with motorways connecting the city, metropolis with other cities, and at least 80% are intersections with motorways connecting centrally or decentrally districts and differentially traffic zones of the city, metropolis m I am waiting for myself and / or a megalopolis with cities and towns adjacent to the megalopolis, in addition, at least one newly constructed highway or road connects a highway that is mutually gravitating in terms of the outcome and drains of traffic flows, located inside the city, bounded by an external ring road, or crosses the last one to four times, and the transport complex also contains intersections with railway lines, branches, the number of each of which is at least 64% of the number of crossings communications with motorways connecting the city, metropolis with other cities, as well as the transport complex includes at least two water closed and / or open water arteries suitable for coastal shipping, and at least three intersections with coastal shipping lines, at least three bridge crossings to the intersections of the outer ring road with coastal shipping lines, at least six medium and small bridges, overhead and underground pedestrian crossings, while the intensity of traffic flows and the corresponding its saturation with intersections and man-made structures on various sections of highways and roads of different types is differentiated by the length of the roads and by sectors of the city, metropolis, limited by an external ring road and formed by the intersection of lines, for example, one of which connects the conditional start point located on the center line of the external ring road “zero” kilometer and a point spaced from the first half the length of the centerline of this highway, and the other connects two points located on the centerline of this the motorway at the points of its intersection with the line passing through the middle of the first line is normal to it, and the ratio of the lengths of the sections of the outer ring road along the center line in each sector is l ₁ , l ₂ , l ₃ , l ₄ between the indicated successively located points, counting clockwise the arrow from the conditional “zero” kilometer is l ₁ : l ₂ : l ₃ : l ₄ = (1,030-1,040) :( 0.950-0.955) :( 0.960-0.965): 1, and the saturation with artificial structures per 1 km of the indicated ring the road in the respective sections is: with the length of the section, for example, equal to l ₁ = 28,0- 28.5 km by type of structure: medium and small bridges - 0.035-0.050 units / km, railway / road overpasses - (0.15-0.18) / (0.42-0.48) units / km, overpasses - 0.065-0.080 units / km, tunnels - 0 units / km, traffic intersections - 0.38-0.45 units / km, elevated pedestrian crossings - 0.48-0.55 units / km, underground pedestrian crossings - 0.18-0.25 units / km; with the length of the section l ₂ = 25.7-26.4 km by type of structure: medium and small bridges - 0.035-0.048 units / km, railway / road overpasses - (0.10-0.11) / (0.32 -0.35) units / km, flyovers - 0 units / km, tunnels - 0 units / km, transport interchanges - 0.35-0.39 units / km, elevated pedestrian crossings - 0.39-0 , 45 units / km, underground pedestrian crossings - 0 units / km; with the length of the section, for example, equal to l ₃ = 26.7-27.1 km - by type of structure: medium and small bridges - 0.12-0.19 units / km, railway / road overpasses - (0.11- 0.12) / (0.65-0.70) units / km, overpasses - 0.07-0.10 units / km, tunnels - 0.07-0.10 units / km, transport interchanges - 0.51-0.60 units / km, elevated pedestrian crossings - 0.48-0.55 units / km, underground pedestrian crossings - 0 units / km; with the length of the section, for example, equal to l ₄ = 27.0-27.3 km - by type of structure: medium and small bridges - 0.035-0.047 units / km, railway / road overpasses - (0.065-0.074) / (0.035- 0.040) units / km, overpasses - (0.065-0.09) units / km, tunnels - 0.10-0.14 units / km, transport interchanges - 0.17-0.20 units / km, elevated pedestrian crossings - 0.38-0.45 units / km, underground pedestrian crossings - 0.065-0.075 units / km, and the saturation per 1 km of the highway, at least by transport interchanges, medium and small bridges and aboveground and underground pedestrian crossings totals 0.940-0.960 units / km, sat the number of transport interchanges along the length of the highway is not less than 0.35-0.40 units / km, the saturation with pedestrian crossings is not less than 0.510-0.530 units / km with a ratio of the number of underground and aboveground ones 1: (6.1-6 , 15) units / km, respectively, and the saturation with medium and small bridges takes at least 0.06-0.075 units / km, and at least most of the intersections, including transport interchanges, are multilevel, at least three traffic interchanges are configured to redistribute traffic flows at three levels and at least bottom transportation configured to redistribution of traffic flows in four levels, and at least one traffic intersection is arranged to redistribution of traffic flows on a relief local, local-regional, and with the latter in an annular or radial-annular radially highway metropolis system. 12. The transport complex of the city, megalopolis according to claim 11, characterized in that the transport complex is a megalopolis complex, for example, Moscow, and its external ring road located in the peripheral zone of the megalopolis forms, for example, the Moscow ring road of appropriate length, counting by clockwise from the start point of the conditional "zero" kilometer located in the traffic intersection zone at the intersection of the ring and radial roads, and the radial road is made, for example, by type at the Gorky highway and the intersection of the axis of the ring road with the directional interchange exit, and, in addition, a reconstructed bridge over the river was made on the ring road like a bridge, for example, the village of Besedy in the form of a new bridge and an existing reconstructed bridge located nearby, and a new one the bridge is made for five lanes of unidirectional three-span traffic with equal extreme spans and an average span, the length of which is 1.80-1.85 times the length of each extreme summer, and the span of this bridge is made of continuous metal with an orthotropic slab, monolithic reinforced concrete supports on a pile base of prismatic piles and expansion joints on the extreme supports, and the reconstructed existing bridge is also made for five lanes of unidirectional traffic with a three-span arch with an average span exceeding the average span each extreme length is 1.80-1.85 times, and the span is made with reinforced metal and reinforced concrete arches included in the joint th job with arches orthotropic slab roadway expansion joints and reinforced supports. 13. The transport complex of the city, megalopolis according to claim 12, characterized in that the bridge over the intersecting city, megalopolis river, for example, the Moscow river on the highway highway, for example, near the village of Spas, is made in the form of adjacent bridges under five unidirectional traffic lanes each, one of which, newly built, is made three-span with two extreme equal spans and an average span, the length of which is at least 1.8 times the length of the last span, and the span is made of metal a continuous continuous beam with an orthotropic slab, intermediate supports - monolithic on a pile base from prismatic piles, and abutments - monolithic on a pile base with a combination of communications and expansion joints, and the other bridge - a reconstructed existing one - is made by an arch-cantilever non-support system with riding on top, two spans of 98 m and a navigable zone formed by two parts of the spans facing each other and having a width determined by the distance between the intermediate supports, this mos made with reinforced arches, the cavities of which are filled with concrete reinforced with rod reinforcement, and the bridge is equipped with an additional longitudinal plate located at the top of the puffs, which is made with prestressed reinforcement in the form of strained strand bundles, and the roadway plate is also made of reinforced prestressed reinforced strand strained beams, and racks, crossbars, cornice block, supports, cabinet walls of the extreme supports and the castle hinge are also made reinforced. 14. The transport complex of the city, metropolis according to claim 12, characterized in that the bridge over the waterway, for example, the Moscow Canal on the external ring road near Khimki is made in the form of adjacent bridges, each under five unidirectional lanes traffic, and one of the bridges is made of three-span with equal extreme spans and an average span, the length of which is two times the length of each extreme span, and the span of the bridge is made of continuous metal ba a constant elevator with an orthotropic slab, monolithic reinforced concrete supports on a pile foundation, with expansion joints on the extreme supports, and the second bridge is located on the site of the previously existing bridge and is made similar to the first, newly built bridge. 15. The transport complex of the city, metropolis according to claim 12, characterized in that the overpass at the intersection of the ring road with the railway, for example, with the Smolensk direction of the Moscow railway, is bypassed, crosses the road in plan at an angle of 90 ° and is made four-span with spans, the middle of which have a length not less than 2.6 times the length of the extreme spans designed to pass two railway tracks, and the spans are made of continuous metal in the form of beams of a construction consisting of a cross-section of two I-beams with a length of not more than 30 m and an assembly weight of not more than 40 tons, combined by mounting plates on high-strength bolts with the formation of a trough-like section with a distance between the main beams 1.15-1.25 times greater construction height of the span, and consoles, whose length is 0.65-0.85 of the construction height of the span, and the upper belt of the block is formed by a two-tier orthotropic plate of the ballast trough, the longitudinal ribs of which are supported on pepper beams combined with vertical stiffeners of the main beam rigidly connected to the lower belt, which is made integral in thickness, mainly of two sheets with the formation of a single diaphragm, and these diaphragms are installed along the span with a step of 1.65-1 , 8 of the building height of the superstructure, with at least the coating of the ballast trough for each path made laminated in the form of a protective metallization-paint composition, including metallization, mainly zinc-aluminum, a coating on top of which an impregnating epoxy coating is applied, which is coated with an epoxy-polyurethane compound, on top of which two layers of quartz sand are applied, a protective-leveling layer of asphalt concrete and ballast from crushed stone under the railway track, while the supports are made separate for each railway track, pile with monolithic grillages, the average support is made on bored piles, the length of which is not less than three times the length of the piles of the remaining supports, and the diameter is 1 / 14-1 / 16 of their lengths, and the piles of the remaining supports are driven by prismatic ones, and movable supporting parts are installed on the abutments, stationary supporting parts are installed on one of the intermediate supports, and movable and stationary supporting parts are respectively on the other intermediate supports, and masts are installed on the intermediate supports contact network of power supply of rolling stock; an overpass at the intersection of a ring road, for example, the paths of the Paveletsky direction of the Moscow Railway, is located on a bypass, on a curve in plan with a radius of at least 800 m and with a longitudinal slope of 8.9%, designed to pass at least three railway tracks, crosses the ring road in plan at an angle of 76 ° and is made four-span with spans, the middle of which have a length not less than 2.7 times the length of the end spans, and the spans are made of metal single-track discharges ezny in the form of a beam structure made in cross section of two I-beams with a length of not more than 30 m and an assembly weight of not more than 40 tons, combined by mounting plates on high-strength bolts with the formation of a trough-like section with a distance between the main beams of 1.15-1, 25 times the building height of the span, and consoles, the length of which is 0.65-0.85 of the building height of the span, and the upper belt of the block is formed by a two-tier orthotropic plate of the ballast trough, longitudinal ribs and which is supported on transverse beams, combined with vertical stiffeners of the main beam, rigidly connected with the lower belt, which is made integral in thickness mainly of two sheets with the formation of a single diaphragm, and these diaphragms are installed along the span with a step of 1.65 -1.8 of the building height of the superstructure, with at least the coating of the ballast trough for each path made layered in the form of a protective metallization-paint composition, including metallization predominantly zinc-aluminum coating, on top of which an impregnating epoxy coating is applied, which is coated with an epoxy-polyurethane compound, on top of which two layers of quartz sand are laid, a protective-leveling layer of asphalt concrete and ballast from crushed stone under the railway track, while the supports are made separate for each railway track, piled with monolithic grillages, the average support is made on bored piles, the length of which is not less than three times the length of the piles of the remaining supports, and the meter is 1 / 14-1 / 16 of their length, and the piles of the remaining supports are driven by prismatic, and movable supporting parts are installed on the supports, on one of the intermediate supports are fixed supporting parts, and on the remaining intermediate supports are movable and fixed supporting parts, respectively moreover, masts of the rolling stock power supply contact network are installed on the intermediate supports. 16. The transport complex of the city, metropolis according to item 12, characterized in that the overpass at the intersection of the ring road railways, for example. The Riga direction of the Moscow Railway and Volokolamsk Highway, the section of the ring road in the intersection zone is divided into two branches under opposite directions of traffic, one of the branches being laid along the overpass made six-span with the ratio of lengths of spans, counting along the ring in a clockwise direction, components (0.85-0.97) :( 1.45-1.57) :( 1.15-1.21): 1: (0.46-0.52): 1, while the overpass is located in plan on a curve with a radius of 2000 m and on a vertical curve with a radius of 10000 m, and the fifth span is located above the creature by railway lines, and the axis of the supports of this span are located in plan at angles to the axis of the road, respectively 83 ° 37'-83 ° 41 'and 83 ° 20'-83 ° 22', and in the fourth and sixth spans, reserved areas for perspective railways are reserved at least one path in each of these spans, while in the third span an additional overpass with a carriage intended for two-way traffic is adjacent to the main flyover T-shaped with the formation of an adjoining and unlocking section, respectively, to meet of specially directed traffic flows along it, and in the first and second runs a roadbed was prepared for passing the road, the axis of which is aligned with the axis of the support common to these flights, located in plan at an angle of 83 °, an additional flyover is also made six-span with a longitudinal from the ring road downwards and with transverse slopes of the carriageway and a span ratio of 0.55: 0.6: 1: 1: 1: 1, while the repeated span of the additional flyover is not less than three times less than the repeated span of the main est kadas, and the width is not less than 1.75 times less than the width of the latter, the intermediate supports of the main flyover are rack-mounted on bored piles joined by a monolithic grillage, and at least two racks are installed without alignment with the piles, while the spans beam, and the carriageway - with a one-sided transverse slope; the overpass at the intersection of the ring road of railways, for example, the Gorky direction of the Moscow railway, is located in a plan at an angle of 70 ° to the axis of the railway tracks and is made three-span with extreme spans equal to each other in length and with an average span of at least 1, 3 times the length of the extreme span, and the span is made with a monolithic reinforced concrete slab of the carriageway under five lanes in each direction and a reinforced concrete beam span as two separate temperature-span of continuous beam structures made of reinforced concrete beams developed with upper flanges, mutually adjacent lateral edges, foundations made of gantry-type pile foundation, and the intermediate support - on the columnar concrete pile foundation; an overpass at the intersection of the ring road of railways, for example, the Ryazan direction of the Moscow Railway, is located in a plan at an angle of 75-77 ° to the axis of the railway tracks and is made three-span with a monolithic slab of the carriageway under five lanes in each direction, with extreme spans of the same length, one of which is designed to pass a promising railway line under it, and the other is to pass a promising metro line under it, and a middle span located above the existing rmya railways and made long, 1,5-1,20 times the length of the extreme span, the span formed with a central split mnogobalochnym temperature gap foundations - a gantry-type pile foundation, and the intermediate support - on the columnar concrete pile foundation; overpass at the intersection of the ring road of railways, for example, the Yaroslavl direction of the Moscow railway, is located in plan at an angle of 90 ° to the axis of the railways and is made in the form of two separate continuous span structures of prestressed reinforced concrete beams, united on supports by hidden crossbars and a monolithic slab under five lanes in each direction, and the span structures are three-span with extreme spans equal to each other in length along the middle span the flyby, whose length is 1.45-1.50 times the length of the last span, the gutters are made of gantry type on driven piles, and the intermediate supports are columnar on a pile foundation, while the distance between the posts within one support is no more than 3, 5 times the width of the column in the cross section of the overpass, and the size of the cross section of the column along the overpass is 2.9 times smaller than its width. 17. The transport complex of the city, metropolis according to item 12, characterized in that the overpass at the intersection of the ring road of railways, for example, the Oktyabrskaya Railway, is located in a plan at an angle of 60-62 ° to the axis of the railways and is made with a monolithic slab of the road under five lanes in each direction, four-span, with three spans of the same length and one span of length 1.25-1.35 times the length of each of the three spans, and the span is made of continuous steel-reinforced concrete lowered building height with an approximation of span structures above the main railway line equal to 6.4 m and a central temperature gap, gutter abutments made on a pile base from prismatic piles, an intermediate support between the first and second span, exceeding the first span, is columnar on drill posts with a diameter of 1.7 m, and the remaining intermediate supports - columnar with foundations on a natural base; overpass at the intersection of the ring road railways, for example. The Kursk direction of the Moscow Railway is located in a plan at an angle of 90 ° to the axis of the railway tracks and is made three-span with a monolithic slab of the carriageway under five lanes in each direction, with one extreme span having a length twice that of the other extreme span, and an average span 2.7 times the length of the smallest of the extreme spans, the span of the middle span being made of steel and reinforced concrete, and the span of each extreme span of steel and concrete continuous, one abutment is made of gantry type on driven piles, and the other on drill posts, and the intermediate supports are columnless without holes on drill posts, and the overpass is made with expansion joints from sections, each of which is made of profile made of neoprene elastomer reinforced with metal plates moreover, the upper surface of the sections is equipped with a protective aluminum plate with a grooved surface, and the cones of abutments of at least this overpass are reinforced by volumetric plastic geodeshes besides, the lower layer of the surface of the cones is made compacted to K _up = 0.98 with filling the cells with compacted granite crushed stone and a concrete stop is made along the entire perimeter of the sole of the cones, and the cells of the geogrids adjacent to the stop are monolithic with concrete, while between the lower and upper slope layers a separation layer of non-woven geotextile material, the upper layer of the surface of the cones is interfaced with the elements of the cabinet part of the abutments and monolithic with concrete filling the cells of geogrids; the overpass at the intersection of the ring road of railways, for example, the Savelovsky direction of the Moscow railway, is located in plan at an angle of 84-89 ° to the axis of the railway tracks and is made six-span with a monolithic slab of the carriageway under five lanes in each direction, and the span of the overpass in within half of the spans located over existing and prospective railway lines, made of reinforced concrete, continuous, with a reduced construction height of the spans oenium, and within the other half of spans - with reinforced concrete beam temperature-continuous, and the spans overlapped by reinforced concrete beams, and the span closest to them, covered by steel-reinforced concrete span, are made equal in length, and the other two spans are equal and each of them has a length of not less than 1.28 times the length of each of the four said spans, while the overpass has a central temperature gap and at least one transverse expansion joint, and the supports are made of goats of the second type on a pile foundation, and the intermediate supports are columnar on a natural foundation and within each support the columns are united by a common foundation; overpass at the intersection of the ring road of railways, for example, the Moscow-Kiev railway, is located in a plan at an angle of 90 ° to the axis of the railroad tracks and is made three-span with a roadway slab for five lanes in each direction, with extreme spans equal to each other in length , and an average span 25-30% longer than the length of the extreme span, and the span is made of continuous metal beams with an orthotropic plate of the carriageway and a longitudinal central temperature azor, the abutments are made of gantry type on driven piles, and the intermediate supports are columned without girder on drill posts. 18. The transport complex of the city, metropolis according to item 12, characterized in that the overpass at the intersection of the ring road with the highway, for example, with the highway Moscow - State Farm named after May 1, is located above the ring road on a vertical convex curve with a radius of 2000 m at an angle to the axis of the ring road 52 ° 45 'and is made of two-span with equal spans and continuous solid span structure in the form of two massive ribs connected by a plate of the carriageway, the surface of which made with a slope on both sides of the drive axis, amounting to 2%, one of the extreme supports located on the outside of the ring road is made in the form of a loose foundation of monolithic reinforced concrete, the frontal part and sides Openings of which are made of bored piles with a diameter of 1 and 0.75 m, respectively, and a facing monolithic reinforced concrete slab covering them from the outside, and the other extreme support located on the inside of the ring road is made in the form of a loose foundation from precast-monolithic reinforced concrete with openings in the form retaining walls, and the foundation of this extreme support is made on a pile foundation of reinforced concrete prismatic piles, and the intermediate support is made of a precast-monolithic rack-mount with a monolithic pile roaster ohm on reinforced concrete prismatic piles, while the coating, at least on part of the length of the overpass, is made up of waterproofing 1 cm thick, a protective layer 4 cm thick, asphalt concrete 13 cm thick or at least part of the length and / or width of the driveway monolithic reinforced concrete with a thickness of 10 cm and sand asphalt with a thickness of 3 cm are laid on top of the protective layer; an overpass at the intersection of the ring road with the highway, for example, on the 76th kilometer of the Moscow ring road is located in the body of the highway, with its left lane located in plan on a straight line and in the longitudinal profile on slopes of 0.0176; 0.0182; 0.0152, and the right lane - in plan on a horizontal curve with a radius of 2000 m, and in the longitudinal profile - on a slope of 0.0136, the angle between the axis of the left lane of the ring road and the axis, for example, Kirova St. is 85 ° 16'45 " and the angle between the axis of the right lane of the ring road and the axis, for example, Kirova St., is 83 ° 22'13 ", the span being made of single-span prefabricated reinforced concrete beams 24 m long, the extreme supports are monolithic reinforced concrete sofas on an armored foundation, and expansion joints are closed and located above the extreme mi supports; the overpass at the intersection of the ring road, for example, with the Molokova-Mark St. road, is located above the ring road, in plan - on a circular curve with a radius of 160 m and a transition curve, and in the longitudinal profile - on convex curves with a radius of 2000 and 1500 m and made four-span with precast-monolithic frame-continuous reinforced concrete prestressed span, with the extreme and middle spans made equal in pairs, with each middle span made at least 1.3 times longer than the end span, the supporting structures of the spans are made of prestressed beams 22 m and 28 m long, respectively, which are combined into a continuous frame system, monolithic with support sections of 2 m wide with the formation of transverse hidden crossbars above the intermediate supports, while on the second and fourth the supports that are installed on the outer sides of the ring road, the spans are supported on the struts of the supports through the rubber-metal supporting parts, and on the middle, third, support the support section is rigidly it is connected to the support posts, the intermediate supports are made of reinforced concrete from the uprights of variable cross section in height, decreasing downward, with curvilinearly conjugated faces, while the uprights are supported on the pile pile grillage, and the extreme supports are made of rack-gantry type on the pile base, while the expansion joints spans are located above the extreme supports, the carriageway is coated with a leveling layer 30 mm thick, waterproofing 10 mm thick, a protective layer 40 mm thick, over which asphalt concrete is located; the overpass at the intersection of the ring road, for example, with the Podushkino-Korneychuka road, is located above the ring road, in plan on a straight line, and in a longitudinal profile - on a convex curve with a radius of 1600 m and made four-span with two equally spaced extreme spans and two equally large lengths along the length of the middle spans, and the length of the middle span is not less than 1.5 times the length of the extreme span, while the span of the overpass is prefabricated from monolithic reinforced concrete of beamed beams with a length corresponding to the span and a monolithic slab of the carriageway, intermediate supports are made of precast monolithic on a pile base with prefabricated octagonal pillars and kneecaps and monolithic foundations and crossbars, and the extreme supports are made of gantry type on a pile base with monolithic and cabinet walls moreover, expansion joints are located above the extreme supports, while the coating on the overpass section, which is at least 0.27 of its full width, is made of a leveling layer thickness of not less than 35 mm, waterproofing 5 mm thick protective layer of 40 mm thickness and 110 mm thick asphalt concrete; overpass at the intersection of the ring road, for example, with the Moscow highway - the Levoberezhnaya platform is located above the ring road on a convex vertical curve with a radius of 10,000 m and is made with a span of prefabricated reinforced concrete beams of I-section with prestressed reinforcement, which are combined into a temperature-continuous system, moreover, the extreme supports are made in the form of gantry abutments with a monolithic pile grillage on prismatic piles, and the intermediate supports are frame-resistant n bored pillars with a diameter of 1.5 and 1.7 m, and bored pillars with a diameter of 1.7 m are located on the inside of the ring road, and bored pillars with a diameter of 1.5 m are located on the outside of the ring road, and a leveling layer with a thickness is made on top of the span 30-50 mm, applied a waterproofing layer with a thickness of 10 mm, a protective layer with a thickness of 40 mm and asphalt concrete with a thickness of 110 mm. 19. The transport complex of the city, metropolis according to claim 12, characterized in that the overpass at the intersection of the ring road of railways, for example, the railroad tracks of Sevvodstroy, is equipped with left and right broadening parts of the span structure of the tunnel type for passing at least two lanes in each direction, and the spans in the plan are located at an angle of 70-71 ° to the axis of the railway tracks and are made in lengths 6.5-7.5 times less than its width, and the walls of the span are of tunnel type They are reinforced concrete bases supported on a reinforced concrete slab with the formation of a ballast trough under the railway tracks, and on the outside of the overpass wall they are provided with a lining in the form of protective walls made of bricks and sprinkled with drainage soil, mainly reinforced in layers, at least in the area of the portal sections and in the lower part a drainage system is made in the form of a drainage pipe system; the overpass at the intersection of the ring road of the railway, for example, the Usovskaya railway line, is equipped with left and right widening parts located next to the existing overpass on both sides, consisting of spans for passing at least two lanes in each direction, with spans located in plan at an angle of 61 ° to the axis of the railway tracks and are made of single-span metal with an orthotropic plate of the carriageway and bezstrokovye monolithic supports on the drill abivnyh piles on top plate, at least part of each broadened applied waterproofing coating of asphalt concrete layers, the lower of which is made of porous asphalt concrete and the upper - of thick; the overpass at the intersection of the ring road of the railway, for example, the Chaginsky railway line, is equipped with left and right broadening parts located next to the existing overpass on both sides, consisting of spans for passing at least two lanes in each direction, and the spans are located in plan under angle of 72 ° to the axis of the railway tracks and made of two-span continuous metal with an orthotropic plate of the carriageway and spans, one of which is 1.4-1.5 times the length before the other, on the slab of each broadened part, waterproofing is applied, coatings are made of layers of asphalt concrete, the lower of which is made of porous asphalt concrete, and the upper is made of dense; overpass at the intersection of the ring railway, for example. The coke oven gas branch of the Moscow Railway is made with the left and right widening parts located next to the existing viaduct on both sides, consisting of spans for passing at least two traffic lanes in each direction, with spans located in a plan at an angle of 52 ° to the railway axis the tracks and are made with a monolithic slab of the carriageway, a temperature continuous beam, four-span with spans, the first, second and fourth of which are made equal in length otherwise, the third span is located above the railroad tracks and is 1.2 times longer than the length of each of the other spans, the gutters are made of gantry type on a pile foundation, and the intermediate supports are columnar precast concrete columns on a pile foundation, on top of a monolithic slab of each broadening part waterproofing is applied, the coating is made of layers of asphalt concrete, the lower of which is made of porous asphalt concrete, and the upper is made of dense, and a new span is located between the broadening parts, combined th with broadened portions into a unitary structure and having a central longitudinal expansion gap, coating and waterproofing carriageway together forming a coated broadening parts roadway under five lanes in each direction. 20. The transport complex of the city, megalopolis according to claim 12, characterized in that at least the overpasses under the heating mains at the intersections of the ring road are double-span with a continuous metal span from 85.3 to 99.05 m long, mainly of open type with reinforced concrete monolithic supports on a pile or natural foundation, and at least one overpass is made to pass at least seven pipes of different diameters with abutments in the form of massive reinforced concrete mines. 21. The transport complex of the city, metropolis according to claim 12, characterized in that the traffic intersection at the intersection of the ring road, for example, with the underlying road - the Yaroslavl Highway, is made four-level with each intersection formed by an intersection, loop left and right turns, adjacent to the intersecting ring road and highway, and an overpass in the center of the intersection, located on the ring road, and the traffic intersection is equipped with four left directional exit ramps, two of which are designed to transfer opposite-directional traffic flows from the underlying road to the ring road, and at least for part of the length, each of them is made in the form of a flyover of variable curvature in plan and in the profile, forming the uppermost additional pass level of traffic flows, and the other two are designed to transfer counter-directed traffic flows from the ring road to the underlying road and, at least in part, are laid under the main road and the underlying road in the tunnel type overpasses, merging with each other in the middle part and separating at the end sections with the formation of the lowest additional level of traffic flow passage and separate ends of the right-hand exit for the underlying right-hand exit, and to the right-hand exit in a diagonally located sector in front of the underlying road also with separate adjacency, and in two other diagonally located sectors, respectively The left-hand loop exit and the right-hand drive on parts of the length are adjacent to each other with the formation of a common carriageway for passing oncoming traffic flows, while one overpass sequentially passes over the corresponding right-hand exit of one sector, the underlying motorway, over the ring road, over the right-hand exit diagonally located sector and two generators of the lowest level of the passage of traffic flows directional left-turning congresses, and the other es the tacada sequentially in the direction of transport along it passes over the directional left-hand ramps indicated above the lowest level, over the right-hand exit in the same sector, over the underlying motorway, over the open and adjoining left-hand loop exit in the adjacent sector, over the highway and over the right-hand exit in the next exit counting clockwise the sector, while the external angle of entry, in plan, is formed by the projection of the tangent to the axial line of the carriageway of the corresponding flyover in t chke its intersection with the first direction of travel on the ramp line of the outer edge of the first and second crossed beltway and highways is for the first trestle α ₁ = 29 ÷ 33 °, α ₂ = 40 ÷ 44 °, and for the second trestle α ₃ = 33.5 ÷ 38.5 °, α ₄ = 33.5 ÷ 38.5 °, and the external exit angle, formed in plan by the projection tangent to the center line of the carriageway of the corresponding flyover at the point of intersection with the second line along the ramp the outer edges of the first and second intersected ring roads and highways, respectively and it is for first trestle ₅ α = 44 ÷ 48 °, α = 23 ₆ ÷ 27 °, and for the second trestle ₇ α = 47,5 ÷ 52.5 °, α ₈ = 34,5 ÷ 39.5 °, with the ramp of each directional exit is located on a vertical convex upward and horizontal convex towards the center of intersection of the underlying motorway and the ring motorway of curves, while the span structure of the flyover is made of steel-reinforced concrete with a slab of the carriageway, mainly made of monolithic reinforced concrete, supported mainly on the remaining metal crossbars

-shaped in cross section with inclined walls and a horizontal lower shelf, equipped with a system of internal longitudinal and transverse ribs and externally joined by mounting stiffness connections, the ribs forming non-continuous diaphragms

-shaped, at least part of which is equipped with a clamping element in the upper zone, and the upper ends of the walls of the diaphragms are equipped with longitudinal support flanges, which are combined with the lower side of the plate of the carriageway of the flyover, the intermediate supports are prefabricated monolithic rack-type, each of two racks mainly on a pile foundation supported by a grillage plate, and / or, at least, with a part of supports installed with support on a natural foundation through a foundation plate or block, at least two e pairs of struts located in the areas of expansion joints of the overpass span structure are made with a broadened crossbar or double and joined on top of the crossbars, mainly reinforced concrete, and the extreme support supports are made with the beamless support of the crossbars on a transverse grillage, uniting the corresponding supporting pile bush, at at the ends of the flyover and in the middle part of its length, the axis of the supports passing through the centers of the cross sections forming the support of the two pillars are located normally to the shear vector, including the pace of normal stress and strain both normal or quasinormal to the longitudinal axis of the flyover, and in the sections of the length of the flyover between the indicated supports, the axis of the supports are placed at an angle less than or greater than 90 ° to the longitudinal axis of the flyover or to the tangent to the axis at the point of intersection with the axis of the support the axes of the supports are rejected in plan in different directions relative to the middle support, made with the span fixed, and the head of the struts, depending on the location of the latter in the overpass, are equipped with fixed, or linearly movable, or moving support parts in various combinations within pairs of struts with different angular orientations of the vector of possible movements of linearly movable support parts, the angle a between the vector of possible movements of the linearly movable support part and the axis of the support passing through the centers of the cross sections forming the support of the pair of racks is made for each support with a linearly movable support part corresponding to an angle between the axis of the support and the chord drawn between the centers of the axes of the support and the nearest fixed support, and to the limit x the trestle has a value of 20 ° ≅α≅90 °, while the trestle of the first directional exit is made with eighteen supports each containing at least two racks, and both racks of the third, ninth and sixteenth supports, counting from the side of the entrance to the viaduct, are made with fixed the supporting parts, the tenth bearing - with one fixed and the other linearly movable supporting parts with a vector of possible displacements of the latter, coinciding with the axis passing through the centers of the cross sections of the struts of the support, the sixth and fourteenth supports are made in the zone spans of expansion joints with broadened crossbars or double with two pairs of struts installed on both sides of the expansion joint and joined in the upper part with crossbars, all supports, except for those containing racks with fixed supporting parts, contain racks with movable racks on the convex side supporting parts, and on the side of the flyover concave in plan, there are racks with linearly movable supporting parts, the angle a between the vector of possible movements and the axis of the support is for the first, second, fifteen the seventh, seventeenth and eighteenth supports - 90 °, for the fourth support - 36 °, for the fifth - 44.15 °, for the sixth - 20.04 ° for the stand facing the third support, and 60.55 ° for the stand facing to the ninth support, for the seventh support - 53.48 °, for the eighth - 53.67 °, for the eleventh - 37.89 °, for the twelfth - 36.78 °, for the thirteenth - 50.1 °, for the fourteenth - 72.18 ° for the rack facing the tenth support, and 41.73 ° for the rack facing the sixteenth support, moreover, the movable and linearly movable support parts are made with a permissible amplitude of movement of ± 150 mm, with an overpass to the center e the intersection of the underlying road and the ring road is located on a convex vertical curve R = 10,000 m and a slope of 3.1 ‰ and is made four-span with spans of 18, 33, 33 and 18 m, while the span is made continuous from monolithic prestressed concrete and transverse the section is made of two parts, each of which is designed to move in one direction and consists of three massive ribs united on top of the roadway slab, and the bridge supports are prefabricated-monolithic on a pile foundation, The first and fifth supports on the one side of the overpass axis are made of gantry type with a pile grillage, support body, nozzle and cabinet wall made of monolithic reinforced concrete, and the pile base is made of reinforced concrete prismatic piles or metal pipes, and on the other side of the overpass axis the extreme supports are made of pile type on reinforced concrete piles, and the nozzle and cabinet wall are also made of monolithic reinforced concrete, and the intermediate supports, the second, third and fourth, are made of precast monolithic rack with with an integral pile grillage and prefabricated massive racks with rounded edges, while some tunnel-type viaducts are located in the body of the underlying road, partially planed on a circular curve R = 3000 m, and partially on transition curves, and in a longitudinal profile on a convex curve R = 5000 m and are made in the form of two single-span viaducts of a monolithic frame construction, while the viaduct under one of the additional left-turning ramps has a curved shape in plan and the other is oblique and crosses the the underlying road lying above it in plan at an angle α = 39 °, and the foundations of the viaduct supports are made on a pile foundation of reinforced concrete prismatic driven piles, while the grillage plates, walls and crossbars are made of reinforced concrete, adapter plates are also made monolithic with the back ends supported on the gravel pillow, and between the viaducts, adapter plates are of variable length, and other tunnel-type viaducts are located in the body of the ring road, are located in plan on a straight line, and in the longitudinal profile e - on a concave curve R = 8000 m and made in the form of two single-span overpasses of a monolithic structure, while the supports of overpasses are made in the form of a series of drill posts, monolithic with reinforced concrete of the protective wall, and the foundation of the portal walls is also made on drill posts with a monolithic reinforced concrete slab grill, adapter plates are made monolithic with the rear ends resting on the crushed stone pillow and adapter plates have a variable length between the overpasses. 22. The transport complex of the city, megalopolis according to claim 11, characterized in that the traffic intersection at the intersection of the ring road with the overlying highway, for example, with the Leningradskoye Shosse, is three-level with each intersection formed by a left, left and right exits, adjacent to the intersecting ring road and the road, and the overpass in the center of the intersection, located on the upper road, and the traffic intersection is equipped with one levopovo with a directed exit from an overlying highway onto a ring road, at least part of which is made in the form of an overpass of variable curvature in plan and profile, at least along the center line of the exit, while the right-hand exit and left-hand directional exit are made with a common unlocking zone and the left-turn directional exit within the sector located in the unlocking zone passes in the plan between the right and left-turn looped exits of this sector and sequentially passes over the ring over the left-hand loop exit of an adjacent sector, located on the other side of the ring road, above the overpass and left-hand loop exit, adjacent to the previous sector, and adjoins the ring road, merging with the right-hand exit to form a common adjoining zone the roadway, and at the intersection with the ring road, the left-hand directional exit is made with an external angle of entry, in the plan formed by the projection of the kasate noy conducted to an axial exit line at the intersection of its first direction of travel on the ramp line of the outer ring road edge constituting α ₁ = 86 ° ÷ 89 ° and with an external output angle formed by a plane projection of the tangent to the centerline of the left turn directional congress drawn at the point of intersection with the second direction of movement along the ramp along the line of the outer edge of the ring road, comprising α ₂ = 60 ° ÷ 68 °, and at the intersection with the overlying highway, respectively, with the external angle of entry, in terms of a projection of the tangent drawn to the center line of the exit at the point of intersection with the first in the direction of movement along the exit line of the outer edge of the overlying road, component α ₃ = 72 ° ÷ 77 °, and with the external exit angle formed in plan by the projection tangent to the center line of a congress held at the point of intersection with the second in the direction of movement along the ramp, the line of the outer edge of the overlying road, comprising α ₄ = 74 ° ÷ 78 °, while at least part of the right-hand ramps has at least one branch, forming its adjoining and / or unlocking, while the ramp of the directional exit is located on a vertical convex upward and horizontal concave on the side facing the center of intersection of the ring road and the road, curves, while the span structure of the flyover is made of reinforced concrete with prestressed reinforcement, the supports are monolithic reinforced columnar on a pile base, and the coating is in the form of a layer of waterproofing, a protective layer located on top of it with a reinforcing mesh and an upper layer of asphalt concrete, The overpass in the center of the intersection of the ring road and the road is oblique, located in plan at an angle, and has four spans, the last of which is 18 m long and the middle one is 33 m long, and each span is made of prestressed beams, united along the roadway slab parts into a temperature-continuous system, with expansion joints on the extreme supports - abutments that are made of gantry type piles, and the intermediate supports are prefabricated, rack-mount on monolithic reinforced concrete foundations and in the upper hour These have hidden crossbars on which the connecting plate of the carriageway rests, while along the overpass in the beams along the support axes there are metal gaskets, and the beams are installed horizontally across the overpass; the traffic intersection at the intersection of the ring road with the underlying road, for example, the Gorkovsky highway, is made three-level with each intersection formed by the intersection, loop left and right turns, adjacent to the intersecting ring road and highway, and the overpass in the center, and the overpass in the center the road, and the traffic intersection is equipped with one left-hand directional exit from the ring road to the underlying road, at least part of which is made in the form of a flyover of variable curvature in plan and profile, at least along the center line of the exit, while the right-hand exit and left-hand directional exit are made with a common unlocking zone, and the left-hand directional exit sequentially passes over the ring road the underlying road and right-hand exit from the ring road to the underlying road in the sector of adjacency of the left-hand directional exit to the underlying road and is made on site e intersection with the ring road with an external angle of entry into the plane formed by the projection of the tangent to the axial line of exit at the intersection of its first in the direction of movement on the ramp line of the outer ring road edge constituting α ₁ = 31 ° ÷ 37 °, and the external exit angle, formed in plan by the projection of the tangent drawn to the center line of the exit at the point of intersection with the second in the direction of movement along the exit line of the outer edge of the ring road, comprising α ₂ = 47 ° ÷ 56 °, and in the section of intersection from the bottom parting road - respectively, with an external angle of entry in the plan formed by the projection of the tangent drawn to the center line of the exit at the point of intersection with the first in the direction of movement along the exit line of the outer edge of the underlying road, component α ₃ = 49.5 ° ÷ 55.5 ° , and with an external exit angle formed in plan by a projection of a tangent drawn to the center line of the exit at the point of intersection with the second in the direction of movement along the exit line of the outer edge of the underlying road, comprising α ₄ = 37.5 ° ÷ 42.5 °, at this overpass sent nnogo exit located on the circular and transition curves, and in longitudinal section - convex curve in vertical and longitudinal slope i = 0,0486, superstructure holds a composite consisting of two closed metal

-shaped in the cross-section of the contours and a single monolithic reinforced concrete slab, at least some of the supports are made of monolithic rack reinforced concrete with a foundation on driven piles, and part near the existing oil pipeline - on drill posts, and the support racks are octagonal, conically expanding in the upper part and having two notches, visually dividing the rack into three parts, while the supports oblique relative to the axis of the flyover are made with a crossbar, and expansion joints are located above the supports. 23. The transport complex of the city, megalopolis according to claim 12, characterized in that the traffic intersection at the intersection of the ring road with an overlying highway, for example, with Rublevsky highway, is made two-level with each intersection formed by an intersection, left-hinged and right-handed exits adjacent to the intersecting ring road and highway, and an overpass in the center of the intersection located on the overlying road, and the traffic intersection is equipped with an additional bus on a road intersecting a ring road at an angle α _one = 68 ° ÷ 72 °, and located below it, as well as an additional overpass located on the ring road at the intersection of it with the additional road, four additional left-hinged looped exits and four additional right-handed exits, with additional exits located at the intersection of the ring road with additional road with the formation of at least two additional sectors located on the outside of the additional road, with an overlying horn ring road intersects at an angle α ₂ = 47 ° ÷ 52 °, the right-hand main and secondary exits located on one side of the ring road between the overlying road and the secondary road are combined with each other to form the first single right-hinged loop exit adjacent to one side of the ring road and uniting all three roads, and right-hand exits located on the other side of the ring road are also combined with each other with the formation of the second single right-hand exit, adjoining the part of its length to the other side of the ring road and also combining all three roads, while the main right-hand exit, which is part of the second single right-hand exit, adjoins and merges into parts of its length with the nearby main left-hand loop exit to form a common carriageway passing to the branch of the road adjacent to these exits, forming a crossroad with them, and by separate adjoining-unlocking to intersected roads, and in a diagonally located in relation to this sector, the main right-hand exit is adjoined by an additional secondary road with two-way traffic and the possibility of transferring traffic flows from the upstream road to the specified additional secondary road and from the last onto the ring road through the main right-hand exit and onto the overlying road through an additional right-hand part-way exit combined with the main right-handed congress of this sector with the formation of a common carriageway d For oncoming traffic and separate adjoining to the overlying highway, and one additional right-hand exit, located on the other side of the ring road from the outside from the additional road, which connects the additional road with the ring road, is adjacent to the nearby left-hand loop exit for most of its length and merges with it with the formation of a common carriageway for oncoming traffic, branching in the adjoining-unlocking zones to the ring road they are reporting and additional highway, while one of the viaducts is located in plan on a straight line, in the longitudinal profile - on a vertical convex curve, with the axis of the viaduct intersecting the ring road at an angle of 51 °, the span is made of metal continuous with an orthotropic plate of the carriageway and contains four spans, extreme of which each has a length of 23.4 m, and the average - 39 m each, and the intermediate supports are prefabricated monolithic rack-mounts on a natural basis, and the extreme ones are pile-type gantry-free gantry type a, while the expansion joints are located above the extreme supports, and the other overpass is located on a longitudinal slope, made three-span with extreme spans 23.4 m long and an average span 39 m long, and the span is made of continuous metal with an orthotropic roadway plate, extreme supports - pile type on reinforced concrete piles, and intermediate - precast-monolithic rack-type on a natural basis; transport interchange at the intersection of the ring road with the overlying road, for example, Michurinsky Prospekt - Borovskoye Shosse, made two-level with two loop left and two right turn exits and an overpass at the center of the intersection of the ring road and the overlying highway, located on both sides of the ring road moreover, the overlying highway, at least within the transport interchange, is bifurcated in the form of two branches intended for I have one-way traffic in opposite directions, while the traffic intersection is equipped with an additional overpass and two additional left-hinged looped exits, with the corresponding pairs of left-hinged loopback and right-handed ramps located on the outside of the highway branches, each overpass is located on the corresponding branch of the overlying highway, and additional loopback ramps branches of the overlying highway and are located on different sides of the ring road with orientation the convexity of the axes of the carriageway towards the ring road, and one of the additional loop exits is longer than the other in length and radius of curvature by at least 1.35 and 1.15 times and in conjunction with the main left-hand loop exit closest to it in the direction of movement right-hand S-shaped exit for vehicles turning onto the larger of the additional exits from one of the branches of the overlying highway onto the ring road; the traffic intersection at the intersection of the ring road with the overlying road, for example, from Moldagulova St., is made two-level with two loop left-hand exits located on one side of the upper road and located on opposite sides of the intersecting ring road and left four right-hand exits, and an overpass in the center of the intersection of the ring road and the overlying road, located on the latter, and the irrelevant road behind the intersection zone from the side of the ring road, opposite to its side, behind which the left-turning looped exits are located, is parted for a length of two bifurcated with the formation of two branches, one of which is made straight and the other curved, facing concavity to a straight branch, and transport the roundabout is equipped with two additional loopback, left-turning ramps located between the branches of the overlying highway and forming, together with their sections, dividing ring for the circular movement of transport, oriented by the major axis along the direction of movement and having the ratio of the larger and smaller axes in the plan (2.35-2.60) :( 0.85-1.15), and to the convex part of the distribution ring formed a convex section of a branch of an overlying road adjoins two additional minor roads, each for movement in both directions, united by an open-adjoining zone, and one right-hand exit adjoins one branch of an overlying road and the other joins from each other its branches with the location of adjoining-unlocking sections in the area of the location of the additional exit, which is closest to the center of the intersection of roads, while the right-hand exits located on the other side of the ring road are adjoined by two additional secondary roads, one for each exit and each for traffic in in both directions, one of these roads being made with a combined open-end connection, and the other with a branching of the carriageway for separate open-end connection, with overpasses The one at the center of intersection of the ring road and the overlying road is four-span with average spans two times longer than the extreme spans, the span structure is made of continuous frame reinforced with non-tensioning reinforcement, the intermediate supports are made of precast reinforced concrete on a natural foundation, and the extreme supports are pile; transport interchange at the intersection of the ring road with the overlying road, for example, the Khovrino - Dolgoprudny direction, is made two-level with the intersections located in each of the four sectors formed by the intersection, loop left and right turns, adjacent to the intersecting ring road and the main road, and located on a higher road, and transport interchange is made with crossing at an angle α _one = 69 ° ÷ 74 ° the overlying road and an additional secondary road passing under it and is equipped with an additional overpass located on the overlying road at the point where it intersects with the secondary road, as well as four additional right-hand exits and three additional left-handed right-hand exits, with two located in one of the sectors and one of them connects the overlying highway with an additional secondary road, and the other second Degree highway - with the main right turn Congress of the sector and therethrough to the ring road, overlying intersecting angle α ₂ = 48.5 ° ÷ 53.5 °, while the main and additional right-handed congresses of this sector merge into parts of length and are combined with the section of the main left-hinge looped congress located in this sector, and three additional looped left-handed congresses and two other additional right-handed congresses located in another sector adjacent to the first one, on the outside of the main right-hand exit, and additional left-hand looped exits are located between the upstream motorway and the main right-hand exit, located in this sector, and one of the additional loopback congresses is connected with the main left-hinge looping congress, the main right-hinging congress of this sector and at least one lane is combined with another additional left-hinging looping congress, which communicates an additional secondary motorway with a higher motorway and, in addition to Moreover, the aforementioned additional loopback congress connecting the main left- and right-hand congresses goes into one of the additional right-hand congresses with the possibility of the direction of traffic flows from it and / or from the main right-hand exit of this sector to two additional secondary roads adjacent to it, and, in addition, the main right-hand exit of this sector for parts of the length is combined with sections of additional loop left-hand exits, and another additional right-hand exit located outside the main right-handed congress of this sector, adjoins it with the possibility of separation of traffic flows and reports two additional second foam roads with an overlying road and with an additional secondary road passing under it, merging into parts of the length with a section of an additional left-hand loop exit intended for transferring a part of the traffic flow from the overlying road to the specified additional secondary road; transport interchange at the intersection of the ring road with a minor overlying road, for example, st. Molodogvardeiskaya is a two-level one with two right-hand exits and two left-hand loop exits located on one side of the ring road and on opposite sides of the secondary overlying road, adjacent to each other on a part of the length with the formation of a common carriageway which is a continuation of the carriageway of the secondary road and having the open-adjoining zone at the ring road separated by the guide island, and overpass at the intersection of the ring road and the overlying road, located on the latter, and the traffic intersection is equipped with two additional left-hand loop exits, one of which - from the highway to the secondary road - is located on one side of the secondary road between the ring road and one of the right-hand turns combined with the latter for most of the length, with the exception of the sections of the abutment from the ring road and the junction with the secondary highway, pr why this additional and right-hand exit on the merger site is made with a common carriageway with at least two lanes for two-way traffic, and another additional left-hand loop exit from the secondary road to the ring road is located on the other side of the secondary road and on the same side from the ring road and has a carriageway for one-way traffic, while the ratio of the lengths of left-turning ramps located on one side of the ring road, It is 1.6-2.9, and the traffic intersection is equipped with two additional guide islands located in the adjoining-unlocking areas of the additional loop left-hand exit and the right-hand exit connected with it, and the overpass in the center of intersection is made in the form of a flyover and is located in a longitudinal profile on a vertical convex curve, and in the plan also on a curve, while the supports are made columnar on a pile base, and at least one of the middle intermediate supports is doubled; transport interchange at the intersection of the ring road with the overlying road, for example, on the street. Sayanskaya - Reutovo, made two-level with an overpass on the highway crossing the ring road in the plan at an angle of 120-140 °, two right-turning and two left-turning looped exits, located on the outside of the ring highway in pairs opposite to each other on the opposite side of the road, and two right-turning looped exits located on the inner side of the ring road in pairs opposite to each other on opposite sides of the road, and at each quarter of the intersection a right-hand turn the rear and the corresponding left-hand exit are combined with the formation of a common carriageway for opposite directional traffic with the possibility of turning the vehicle following in both directions along the ring road and highway, and in adjacent quarters of the intersection located on opposite sides of the ring road, left-turn exits for parts of length combined with sections of the road with the formation of a common carriageway, and the road on the inside of the ring road outside the intersection The section is equipped with a distribution ring and adjacent to and adjacent from it in the section to the distribution ring, counting as a branch, from the intersection, the distribution ring is also equipped with a branch adjacent to it and adjoining from it, while part of the highway is on the inside of the ring road and adjacent to from the inside of the highway, the combined right- and left-turn exits are made in the form of a common overpass adjacent to the overpass with a monolithic reinforced concrete span from non-stop reinforced concrete reinforced concrete supports on pile foundations and a roadway coating consisting of waterproofing 1 cm thick, a protective layer 6 cm thick and 11 cm thick asphalt concrete, and the overpass is located on a straight section in the plan with the transition to the exits located on the overpass, and on a vertical curve with a radius of 3000 m in a longitudinal profile and made with a monolithic reinforced concrete span with prestressed reinforcement with monolithic reinforced concrete supports, some of which are made on bored posts , and part - on a pile basis; transport interchange at the intersection of the ring road with the underlying road, for example, along the Korovinskoye highway, was made with an overpass on the ring road, three right-hand exits and two left-right exits located in the right quarters, and the left-right exits to the right of their lengths are made combined with the right sections with the corresponding sections the formation in these sections of a common carriageway for oncoming traffic and spaced from each other corresponding adjoining-unlocking sections, in the zones of which there are guiding islands, the left-turning and combined right-turning exits located on the outer side of the ring road form a continuation of the carriageway of the road on the alignment section, to which a strip adjoins this section on the outside of the ring road of a secondary road and another lane of this road unlocks, separated by a guiding island and merging outside it, while one left-hand exit a length of 0.95-1.25 the length of another left-hand exit; transport interchange at the intersection of the ring road with the underlying road, for example, the road on the street. Ryabinova was made with an overpass located on the ring road crossing the road and the railways of the Kiev direction of the Moscow Railway located behind it, two right-handed exits and two left-handed exits, located on one side of the road, but on different sides of the ring road to the side of the ring road, the right- and left-turn exits are combined in parts of the length, with the possibility of turning vehicles moving on about the ring road in one direction, and the right- and left-turn exits located on the other side of the ring road are also combined in parts of the length, making it possible to turn vehicles moving along the ring road in the other direction, and the overpass crosses the ring road above the railways under a right angle, located in the plan on a straight line, and in the profile - on a 1% slope, and is made three-span with an average span of 1.25-1.27 times the length of each of the extreme spans , Wherein the superstructure is made of metal with uncut beamed orthotropic roadway slab and supports - bezrostverkovymi on drilling pillars; transport interchange at the intersection of the ring road with the underlying road, for example, Tsaritsyno-Vidnoe, is made with an overpass located on the ring road, two right-hand exits located on different sides of the ring road, but on one side of the road, and two left-hand looped exits, side of the road on opposite sides of the ring road, and a lane of a secondary road adjoins one of the right-hand exits from the outside and opens the other lane of this road, separated by a guide island and merging beyond its borders; transport interchange at the intersection of the ring road with the overlying road, for example, Butovo, is made with an overpass on the road crossing the ring road at an angle of 76 °, two right-hand exits located on one side of the ring road and one side of the road, two left-hand loopback exits on both sides of the ring road and on different sides of the road, and one directional left-hand exit located on the inside of the ring road, with We have one of the left-hinge and directional left-handed exits located on opposite sides of the ring road, in total, they provide the possibility of turning vehicles moving along the ring road in one of the directions, and the left-handed directional and looping exits located on one side of the ring road part of its length with the formation of a common carriageway, and these left-turning ramps on the combination site form a continuation of the carriageway of the road, and the weights of their joining-adjoining to the ring road are separated from each other and separated by a guide island; transport interchange at the intersection of the ring road with the underlying road, for example, Biryulyovo - Bulatnikovo, made with an overpass on the ring road, four right and three left turns, and one left turn located on the outside of the ring road is combined with its right length exit, and two other left-hand exit, located on the inner side of the ring road, along the entire length except for the abutment-adjacency zone combined with the corresponding right-handed exits, and at least two right-handed exits, combined with left-handed ones, are made with the possibility of turning vehicles moving in both directions along a ring road, and the overpass is single-span, consisting of a pre-existing central part on columnar supports on natural the base of the broadening of the ring road attached to the central part on both sides with the support of the span structures and transition plates piled on grillage; at the intersection of the ring road with the overlying road, for example, along Salome Neris Street, the latter contains an overpass through the ring road, and the traffic intersection is located outside the ring road from the outside, and the overpass through the ring road crosses the ring road at an angle of 69-76 ° to its axis, is located in the plan on a part of the length on a horizontal curve with a radius of 500 m and a transition curve, and on the rest of the length - on a straight line, and in the profile - on a longitudinal slope of 4% and made semiprol tnym with monolithic reinforced concrete spans with prestressing reinforcement supports - columnar monolithic reinforced concrete pillars with flared upwardly with a concave curved side surface and the foundations on bored pillars; transport interchange at the intersection of the ring road with the overlying road, for example, Besedy - Brateevo, is made with an overpass located on the road through the ring road, two right-hand exits located on the outside of the ring road, and one right-hand and one left-hand turn on the inside the ends of which form zones spaced from each other, respectively adjoining and unlocking from the ring road, and the others are combined and form a food the corresponding lane of the road, and the road is equipped with a distribution ring located on the outside of the ring road, located beyond the adjoining zones of the right-hand ramps, and the overpass is made of a two-span, located on a convex vertical curve with a radius of 6000 m, with a span of solid transported beams with two fittings, and supports on pile foundations, and the covering of the roadway is made of a leveling layer with a thickness of 3-5 cm, waterproofing 1 cm thick, a protective layer 4 cm thick and asphalt concrete 11 cm thick; transport interchange at the intersection of the ring road, for example, with the overlying Strogino-Myakinino highway, is made with an intersection located on the highway in the plan at an angle of 90 °, two right-hand and two left-hand ramps, located on one side of the ring road and in opposite directions from the road, and two right-hand exits located on the other side of the ring road with adjoining to it and unlocking from it on opposite sides from the road, which is equipped with a distribution ring on the same side of the ring road, to which one right-hand exit adjoins and from which the other right-hand exit adjoins, as well as two minor roads with the opposite direction of traffic flows, the right and left-hand exits in both quarters on the part of the length with the formation of a common carriageway for oncoming traffic streams with the possibility of a turn through the left-hand traffic exits of a vehicle axis along the road in the direction from the distribution ring to the ring road, and the overpass is located in plan on a straight line, and in the longitudinal profile - on a vertical convex curve with a radius of 1600 m and is made four-span with a frame-continuous continuous span of prefabricated prestressed beams with a length of 20.5 ; 22 and 28 m, united in a continuous structure by monolithic supporting supports with a width of 2 m, moreover, on the middle intermediate support, the span is rigidly connected with the support pillars, and on the other intermediate supports, the span is supported on the support pillars through rubber-metal supporting parts, the intermediate supports are made of monolithic rack-mount with uprights and foundations expanding on a pile foundation, and one of the intermediate supports is made with a foundation on drill posts, while one extreme support is made a pile bezverstverkovoy gantry type, and the other is bezversterovoy with a foundation on the drill posts, and expansion joints are located above the extreme supports, and the carriageway is made of a leveling layer 3 cm thick, waterproofing 1 cm thick, a protective layer 4 cm thick and 11 cm thick asphalt concrete and, within the sidewalks, the coating is made of a leveling layer 3 cm thick, waterproofing 1 cm thick, monolithic reinforced concrete 1.99-2.12 cm thick and cast asphalt 3 cm thick; transport interchange at the intersection of the ring road with a higher road, for example, st. Paustovsky - Bachurina, made with an overpass on the highway through the ring road, two right and two left and left loops, located on one side of the road and oppositely opposite on both sides of the ring road, and two right and left exits, one left and one left, located on the other side of the road, and one loop one of the right-hand exits is located on one side of the ring road, and the other and the left-hand exits are on the other side of the ring road, while in each of the three quarters of the intersection, each left-hand exit and its corresponding right-hand exit are combined in part length with the formation of a common carriageway for oncoming traffic streams with the possibility of turning vehicles traveling along the ring road in one direction and along the road in one of directions, and the overpass is located on a convex vertical curve with a radius of 2500 m and is made four-span with a span of seamless beams of the I-beam with tensioned reinforcement, extreme supports, prefabricated reinforced concrete on a pile foundation and intermediate racks on a natural foundation, and the coating of the roadway is made of a leveling layer 3-5 cm thick, waterproofing 1 cm thick, a protective layer 4 cm thick and 11 cm thick asphalt concrete; transport interchange at the intersection of the ring road with a higher road, for example, st. Liberty - Kurkino, made two-level with an overpass on the highway through the ring road, two right-handed and two loop left-handed congresses, located on the inner side of the ring road and pairwise opposite on opposite sides of the road, and located on the outside of the ring road with two right-handed and two loop left-handed exits, also oppositely placed in pairs on opposite sides of the road, moreover, in each quarter, the left-hand exit and the corresponding right-hand exit for parts of the length are combined with the formation of a common carriageway for oncoming traffic flows and the possibility of turning vehicles following the ring road and highway, from any direction to the oncoming one, moreover, the overpass crosses the ring road in plan at an angle of 57, 5-59 ° to its axis is located on a vertical convex curve and is made four-span with a span of prefabricated reinforced concrete beams, interconnected by a connecting plate in a temperature-continuous circuit, moreover, at the ends of the span beams are united by a monolithic bordering beam, the extreme supports are made in the form of prefabricated-monolithic gantry abutments on reinforced concrete piles, and intermediate supports - precast-monolithic rack-mount on reinforced concrete piles, moreover, the coating of the carriageway of the middle spans is made of a leveling layer with a thickness of 2, 5-6, 5 cm waterproofing 1 cm thick, protective layer 4-7 cm thick, monolithic reinforced concrete with a thickness of 5-8 cm and cast asphalt with a thickness of 3 cm, and the cover of the carriageway of the extreme spans is made of a leveling layer with a thickness of 3-6 cm, waterproofing 1 cm thick, protective layer 4 cm thick and asphalt concrete 11 cm thick; traffic intersection at the intersection of the ring road with the underlying road, eg, Volokolamsk highway has a two-level one with an overpass on the ring road, crossing the road in plan at an angle of 84 °, additional overpass on the ring road, eg, through the routes of the underlying Riga direction of the Moscow Railway, crossing paths in plan also at an angle of 84 °, two right-handed congresses, located on the inner side of the ring road in pairs opposite to each other on both sides of the road, two right-handed and two loop left-handed congresses, located on the outside of the ring road is also pairwise opposite on both sides of the road, moreover, in both quarters on the inner side of the ring road and in one quarter on the outer side of the ring road, each left-hand exit and its corresponding right-hand exit on a part of the length are combined with the formation of a common carriageway for oncoming traffic and providing the possibility of turning vehicles, following in both directions along the ring road and highway, moreover, the ring road in the intersection zone and on the approaches to it is made divided into two branches under the corresponding direction of movement for each, and the highway from the outside of the ring road in the adjoining-unlocking area of the left-turning ramps is divided into three branches, the middle of which is designed for oncoming traffic, passes over the extreme branch and over the paths of the Moscow Railway passing under it and is equipped with two loopback turns at the intersection with the railway tracks, located on opposite sides of this branch, as well as two additional right-handed congresses, connecting this branch to the ring road, moreover, one additional right-hand exit on a part of the length is combined with one of the loop reversal exits with the formation of a common carriageway, and in part length combined with another additional right-hand exit also with the formation of a common carriageway, and both extreme branches of the road outside the middle are made merging with the formation behind the site of the confluence of the common carriageway for oncoming traffic; traffic intersection at the intersection of the ring road, eg, with the upstream highway Abramtsevo - Golyanovo, made two-level with an overpass, crossing the ring road in the plan at an angle of 90 °, two right-turning and two left-turning loopback congresses, located on the outside of the ring road in pairs opposite to each other on opposite sides of the road, two right-turning and two left-turning loopback congresses, located on the inner side of the ring road in pairs opposite on the opposite sides of the road, moreover, in each quarter, the left-hand exit and the corresponding right-hand exit are combined with the formation of a common carriageway for oncoming traffic and providing the possibility of turning vehicles, following in both directions along the ring road and highway, while left-handed exits, located on opposite sides of the ring road, pairwise interconnected by additional bands, combined with the highway and forming its broadening in the zone of intersection with the ring road, while on the inner side of the ring road, the highway on a part of the length is combined with the continuation of one right-hand exit, located in one of the quarters, section of the left-turn congress, located in the other quarter and the continuation of the right-wing congress, located in the same quarter, with the formation of a common widened carriageway, behind the broadening section of which the road is equipped with a distribution ring with adjoining-unlocking sections of secondary roads; traffic intersection at the intersection of the ring road, eg, with an overlying highway - the Shchelkovo highway is made two-level with an overpass, crossing the ring road in plan at an angle of 80 °, two right-turning and two left-turning loopback congresses, located on the inner side of the ring road in pairs opposite on the opposite sides of the road, and two right-turning and two left-turning loopback congresses, located on the outside of the ring road in pairs opposite to each other on opposite sides of the road with the provision of a reversal of transport, following in both directions along the ring road and the road, moreover, the overpass is located in plan on a straight line, and in the profile - on a vertical curve with a radius of 10,000 m and is made four-span with a monolithic reinforced concrete span with prestressed reinforcement, one extreme support on a natural foundation and other supports on a pile foundation, moreover, the supports are made of reinforced concrete, and the roadway coating contains waterproofing 10 mm thick, drainage layer of three layers of dornite, protective layer 60 mm thick and asphalt concrete 110 mm thick, and on the sidewalks the coating is made of waterproofing with a thickness of 10 mm and sand asphalt with a thickness of 40 mm; traffic intersection at the intersection of the ring road with the underlying road, eg, with Ostashkovsky highway, made two-level with an overpass on the ring road, crossing the road in plan at an angle of 76-78 °, two right-turning and two left-turning loopback congresses, located on the inner side of the ring road in pairs opposite on the opposite sides of the road, and two right-turning and two left-turning loopback congresses, located on the outside of the ring road in pairs opposite to each other on opposite sides of the road with the provision of a reversal of transport, following in both directions along the ring road and the road, moreover, the highway from the external and internal sides in the adjoining-unlocking zones of each right-hand exit is provided with additional adjoining-unlocking sections of secondary roads, and the overpass is located in a plan on a straight line, and in the profile on a vertical curve with a radius of 8000 m and is made four-span with a span of split reinforced concrete from prestressed beams, extreme supports of pile-gantry type with monolithic nozzles and cupboard walls and precast openings, intermediate supports prefabricated monolithic racks on a pile foundation, and expansion joints located above the extreme and intermediate supports, wherein the roadway coating contains a leveling layer with a thickness of at least 35 mm, 5 mm waterproofing, protective layer 40 mm thick and asphalt concrete 100 mm thick, and on the sidewalks the coating contains a leveling layer with a thickness of at least 35 mm, 5 mm waterproofing, cement concrete with a thickness of 120 mm and cast asphalt with a thickness of 30 mm; traffic intersection at the intersection of the ring road with the underlying road, eg, Kiev highway - Leninsky Prospekt, made two-level with an overpass, crossing the ring road in plan at an angle of 83, 5-84, 5 ° two right-turning and two left-turning loopback congresses, located on the inner side of the ring road in pairs opposite on the opposite sides of the road, and two right-turning and two left-turning loopback congresses, located on the outside of the ring road in pairs opposite to each other on opposite sides of the road with the provision of a reversal of transport, following in both directions along the ring road and the road, moreover, the overpass is made of four-span with a metal span with an orthotropic plate, extreme supports in the form of gantry abutments with a monolithic pile grillage on prismatic piles and intermediate frame-rack supports on bored posts with a diameter of 1, 5 m moreover, the coating of the roadway is made of waterproofing with a thickness of 5-6 mm and asphalt concrete with a thickness of 110 mm; traffic intersection at the intersection of the ring road and the overlying road, eg, Minsk - Mozhayskoye highway, made two-level with an overpass, located in the body of the road, crossing the ring road in plan at an angle of 88-89 °, two right-turning and two left-turning loopback congresses, located on the inner side of the ring road in pairs opposite to opposite from different sides of the road, and two right-turning and two left-turning loopback congresses, located on the outside of the ring road in pairs opposite to each other from different sides of the road with the possibility of a reversal of transport, following in both directions along the ring road and the road, moreover, the left-hand exit from the highway to the ring road, located in one of the quarters on the outside of the ring road, equipped with an additional exit from it to the right-hand exit, located in the same quarter, moreover, the same right-hand exit is equipped with an additional exit from it to the left-hand exit located in the same quarter, and the overpass is located in a plan on a straight line, and in the longitudinal profile on a vertical convex curve with a radius of 5000 m and made of four-span beam from prefabricated prestressed beams, united above the intermediate supports in a temperature-continuous system using rods, the extreme supports are made of precast-monolithic rack-gantry type on a natural basis, and intermediate supports - precast-monolithic rack-mount on pile foundations, moreover, the expansion joints are located above the extreme supports, roadway coating consists of a leveling layer with a thickness of 30-60 mm, waterproofing 10 mm thick protective layer 40 mm thick and asphalt concrete 110 mm thick, and the pavement is made of a leveling layer with a thickness of 26-55 mm, waterproofing 10 mm thick, protective layer 40-70 mm thick, monolithic reinforced concrete with a thickness of 80 mm and cast asphalt concrete with a thickness of 30 mm; traffic intersection at the intersection of the ring road with the underlying road, eg, Riga - Trinity-Lykovo, made two-level with an overpass, located in the body of the ring road, crossing the road whose axis in the plan on the section from the inner side of the ring road is with the axis of the latter an angle of 67-69 °, and in the area on the outside of the ring road - an angle of 82-84 °, two right-turning and two left-turning loopback congresses, located on the inner side of the ring road in pairs opposite on the opposite sides of the road, and two right-turning and two left-turning loopback congresses, located on the outer side of the ring road in pairs opposite to each other on opposite sides of the road with the possibility of a reversal of transport, following in both directions along the ring road and the road, and the overpass is four-span with a span of prefabricated prestressed beams with a length of 18 and 24 m, combined into a temperature-continuous system along longitudinal seams of monolithic with expansion joints, located above the extreme supports, which are made by single-row bezstrokovye on pile foundations, moreover, the intermediate supports are made precast monolithic rack with foundations on pile foundations, roadway coating - from a leveling layer with a thickness of 30 mm, waterproofing 10 mm thick, protective layer 40 mm thick and asphalt concrete 110 mm thick, and the pavement is made of a leveling layer with a thickness of 30-60 mm, waterproofing 10 mm thick, paving slabs with a thickness of 120 mm and sand asphalt with a thickness of 40 mm; traffic intersection at the intersection of the ring road with the overlying highway, eg, Ochakovo - District, made two-level with an overpass on the highway, crossing a ring road in plan at an angle of 86-90 ° to its axis, two right-turning and two left-turning loopback congresses, located on the inner side of the ring road in pairs opposite on the opposite sides of the road, and two right-turning and two left-turning loopback congresses, located on the outside of the ring road in pairs opposite on the opposite sides of the road, in each quarter, the left-hand exit and the corresponding right-hand exit on a part of the length are combined with the formation of a common carriageway for oncoming traffic flows and providing the possibility of a U-turn of the transport, following in both directions along the ring road and the road, moreover, the overpass is made of four-span with a span of beams of the I-section of length 33 and 12 m, united above the intermediate supports in a temperature-continuous system using rods, and the extreme supports are made monolithic on pile foundations, intermediate supports - precast-monolithic on pile foundations, at the same time expansion joints, located above the intermediate supports, closed type with brass compensator, expansion joints located above the extreme supports, - from transflex expansion joints, and the covering of the carriageway is from a leveling layer with a thickness of 30-50 mm, waterproofing 10 mm thick, protective layer 40 mm thick and asphalt concrete 110 mm thick; traffic intersection at the intersection of the ring road with the overlying highway, eg, Kashirskoye Highway - Domodedovo, made two-level with an overpass on the highway, crossing a ring road in plan at an angle of 81-82 ° to its axis, two right-turning and two left-turning loopback congresses, located on the outside of the ring road in pairs opposite to each other on opposite sides of the road, and two right-turning and two left-turning loopback congresses, located on the inner side of the ring road in pairs opposite on opposite sides of the road with the possibility of a reversal of transport, following in both directions along the ring road and the road, moreover, the left-hand exit from the ring road, located in one of the quarters on the outside of the ring road, equipped with an additional exit from it to the right-hand exit located in the same quarter, which, on the adjoining section of the ring road, is equipped with an additional exit opening to it, moreover, the overpass is located on a vertical curve with a radius of 6000 m and is made two-span with a span of beams 33 m long, anchored on the extreme supports using rods, the extreme supports are made in the form of prefabricated-monolithic abutments on pile foundations, and the intermediate support - precast-monolithic rack-mount on a pile foundation, moreover, the expansion joint is located above the intermediate support, and the coating of the roadway is made of a leveling layer with a thickness of 40 mm, waterproofing 10 mm thick, protective layer 40 mm thick and asphalt concrete 110 mm thick; traffic intersection at the intersection of the ring road with the overlying highway, eg, with Nosovikhinsky highway, made two-level with an overpass on the highway, crossing a ring road in plan at an angle of 77 ° to its axis, two right-turning and two left-turning loopback congresses, located on the outside of the ring road in pairs opposite to each other on opposite sides of the road, and two right-turning and two left-turning loopback congresses, located on the inner side of the ring road in pairs opposite on opposite sides of the road with the possibility of a reversal of transport, following in both directions along the ring road and the road, moreover, the right and left turns, located in one of the quarters on the outside of the ring road, combined into parts of the length with the formation of a common carriageway for oncoming traffic, and the highway in the same quarter before unlocking the right-hand exit from it, counting in the direction of movement along it, equipped with a branch adjacent to and unlocking from it with a two-way direction of movement, moreover, a right-handed congress, located in a cross lying quarter on the inner side of the ring road, It is also equipped with a branch adjacent to it and detaching from it with two-way traffic, and the overpass is located on a convex vertical curve with a radius of 10,000 m and is made four-span with a span frame-continuous system, reinforced non-tensile reinforcement, intermediate supports made of precast reinforced concrete with foundations on a natural foundation, and the extreme supports - gantry on a pile foundation, moreover, the coating of the roadway is made of a leveling layer 30 mm thick, fiberglass waterproofing, protective layer 40 mm thick and asphalt concrete 90 mm thick; traffic intersection at the intersection of the ring road with the underlying road, eg, with Staroryazansky highway made two-level with an overpass on the ring road, crossing the road in plan at an angle of 90 °, two right-turning and two left-turning loopback congresses, located on the inner side of the ring road in pairs opposite on the opposite sides of the road, and two right-turning and two left-turning loopback congresses, located on the outside of the ring road in pairs opposite to each other on opposite sides of the road with the possibility of a reversal of transport, moving in both directions along the ring road and highway, moreover, the overpass is made four-span in the form of two across the width of the individual overpasses, mounted relative to each other with a central longitudinal clearance of 2 cm, moreover, the span of each of them is made continuous solid monolithic slab with voids, reinforced frame reinforcement and expansion joints above the extreme supports, which are made of prefabricated monolithic gantry type piles, and intermediate supports - monolithic expanding upwards, on pile foundations roadway coating - from waterproofing 10 mm thick, protective layer 40 mm thick and asphalt concrete 110 mm thick, and the pavement is made of waterproofing 10 mm thick, monolithic reinforced concrete with a thickness of 16-22 mm and cast asphalt concrete with a thickness of 40 mm; transport interchange at the intersection of the ring road with the overlying road as the intersection with, eg, the direction Novoryazanskoye Highway - Volgogradsky Prospect is a two-level with an overpass on the highway, crossing a ring road in plan at an angle of 43-44 ° to its axis, two right-turning and two left-turning loopback congresses, located on the inner side of the ring road in pairs opposite on the opposite sides of the road, and two right-turning and two left-turning loopback congresses, located on the outer side of the ring road in pairs opposite to each other on opposite sides of the road with the possibility of a reversal of transport, following in both directions along the ring road and the road, moreover, the left-hand exit from the ring road, located on the inside of the ring road in one of the quarters, equipped with an additional exit from it to the right-hand exit located in the same quarter, which is equipped with a branch adjacent to it and detached from it with two-way traffic, moreover, the overpass is located on a straight section in plan and on a vertical curve with a radius of 10,000 m in a longitudinal profile and is made four-span with a span, monolithic reinforced concrete with prestressed reinforcement, intermediate supports are made of monolithic reinforced concrete with pillars expanding upwards and foundations on bored pillars, the extreme supports are also made of monolithic reinforced concrete, one of them being on bored pillars, and the other on a pile basis, for laying communications on the overpass behind the railing there are two metal pipes with a diameter of 89 mm on each side, and under the overpass along the ring road from its inner side at a distance of 35 m from the axis of the ring road, two asbestos-cement pipes with a diameter of 100 mm with reinforcing rods located in them are laid, protruding beyond the pipes; traffic intersection at the intersection of the ring road with the underlying road, eg, with Skolkovo highway made two-level with an overpass on the ring road, crossing the road in plan at an angle of 75 °, two right-turning and two left-turning loopback congresses, located on the inner side of the ring road in pairs opposite on the opposite sides of the road, and two right-turning and two left-turning loopback congresses, located on the outside of the ring road in pairs opposite to each other on opposite sides of the road, and in each quarter, the left-hand exit and the corresponding right-hand exit are combined in part length with the formation of a common carriageway for oncoming traffic and providing the possibility of a U-turn, following in both directions along the ring road and the road, while in one of the quarters on the inner side of the ring road, the right-hand exit is equipped with a branch, and the overpass is located on a longitudinal slope and is made three-span with a span beam structure, combined into a temperature-continuous system with anchors and rods, and has one expansion joint at one of the extreme supports, moreover, the overpass is equipped with wedge-shaped gaskets, installed along the overpass along the support axes and welded to the beams, and across the overpass, the beams are parallel to the nozzles and equipped with reinforced concrete stops, moreover, the intermediate supports are made prefabricated rack-mount on a monolithic reinforced concrete pile grillage with sheet piling, and the extreme supports - prefabricated-monolithic gantry type, wherein the roadway coating contains a leveling layer with a thickness of 30-50 mm, 10 mm waterproofing, protective layer 40 mm thick and asphalt concrete 110 mm thick; traffic intersection at the intersection of the ring road with the overlying highway, eg, according to the type of intersection with Dmitrovskoye Shosse, a two-level crossing with an overpass on the ring road crossing the road in plan at an angle of 72-73 °, two right-turning and two left-turning loopback congresses, located on the inner side of the ring road in pairs opposite on the opposite sides of the road, and two right-turning and two left-turning loopback congresses, located on the outside of the ring road in pairs opposite to each other on opposite sides of the road with the provision of a reversal of transport, following in both directions along the ring road and the road, moreover, in one of the quarters on the inner side of the ring road, the highway and the exits located in this quarter are equipped with additional exits of the local entrance, and the overpass is located in a plan on a straight line, and in the profile on a vertical curve with a radius of 10,000 m and made of two-span with frame-continuous beam span of prestressed reinforced concrete and expansion joints over the extreme supports, which are made in the form of abutments-walls of monolithic reinforced concrete, one on a prefabricated pile, and the other on a natural basis, and the intermediate support is made rack-mount monolithic reinforced concrete on a pile foundation, moreover, the coating of the roadway is made of waterproofing with a thickness of 10 mm, protective layer 40 mm thick and asphalt concrete 110 mm thick, and the pavement is made of waterproofing 10 mm thick, monolithic reinforced concrete with a thickness of 160-220 mm and cast asphalt with a thickness of 30 mm; traffic intersection at the intersection of the ring road with the overlying highway, eg, according to the type of intersection with Altufevskoye Shosse, a two-level one with an overpass on the highway was made, crossing the ring road in plan at an angle of 89-89, 5 ° two right-turning and two left-turning loopback congresses, located on the inner side of the ring road in pairs opposite on the opposite sides of the road, and two right-turning and two left-turning loopback congresses, located on the outside of the ring road in pairs opposite to each other on opposite sides of the road with the provision of a reversal of transport, following in both directions along the ring road and the road, moreover, in two quarters on the inner side of the highway and in one quarter on its outer side, the right-turn and corresponding left-turn exits on a part of the length are combined with the formation of a common carriageway for counter-directional traffic, and the overpass is four-span, consisting of two separate viaducts, located with a Central clearance relative to each other, equal to 20 mm and having a precast-monolithic span of prestressed reinforced concrete beams, united in a temperature-continuous system along a plate with expansion joints, extreme supports made piled prefabricated monolithic gantry type, and intermediate precast reinforced concrete rack supports on a pile foundation, moreover, the coating of the roadway is made of a leveling layer with a thickness of 40 mm, waterproofing 10 mm thick, protective layer 40 mm thick and asphalt concrete 110 mm thick; traffic intersection at the intersection of the ring road with the overlying highway, eg, according to the type of intersection with the Moscow-Kaluga highway, a two-level one with an overpass on the highway, crossing the ring road in plan at an angle of 80 °, two right-turning and two left-turning loopback congresses, located on the inner side of the ring road in pairs opposite on the opposite sides of the road, and two right-turning and two left-turning loopback congresses, located on the outer side of the ring road in pairs opposite to each other on opposite sides of the road, moreover, in each quarter, the right-turn and the corresponding left-turn exits on a part of the length are combined with the formation of a common carriageway for oncoming traffic and providing the possibility of a U-turn of vehicles, following in both directions along the ring road and highway, moreover, in one quarter of the outer side of the ring road, the highway is equipped with an additional right turn branch located beyond the adjoining zone of the right-hand exit, and in the right quarter on the inside of the ring road, the right-hand exit is equipped with a branch, overpass is made of four-span with beam span, whose beams are combined into a temperature-continuous system over the intermediate supports using metal rods, extreme supports are made of pile-gantry type, and intermediate - rack-mounted on a pile foundation, moreover, the coating of the roadway is made of a leveling layer with a thickness of 30-50 mm, waterproofing 10 mm thick, protective layer 40 mm thick and asphalt concrete 110 mm thick; traffic intersection at the intersection of the ring road with the overlying highway, eg, Nemchinovka - Setun, made with overpass located on the overlying highway at an angle in the plan of 69-71 ° to the axis of the ring road, and four right-handed congresses, and the overpass is made of four-span with beam spans, combined on intermediate supports in a temperature continuous system, the extreme supports are made pile and intermediate ones - columnar on a pile foundation, moreover, the expansion joints are located on the extreme supports, and the coating of the roadway plate contains a leveling layer with a thickness of 3-50 mm, 10 mm waterproofing, protective layer 40 mm thick and asphalt concrete 110 mm thick. 24. The transport complex of the city, metropolis according to item 12, characterized in that at least seven medium and small bridges, including four medium ones, of which two, for example, across the Skhodnya and Butakovsky rivers, are made along the length of the ring road as part of artificial structures the bay is made of three-span, and the other two, for example, through the Setun and Yauza rivers, are single-span, and the three-span bridges are made of prefabricated slab-ribbed reinforced concrete beams, interconnected by a connecting plate in a temperature-continuous chain, at the bridge, for example, over the Skhodnya river is made with extreme precast-monolithic strut-type supports on reinforced concrete piles, and the bridge, for example, over Butakovsky Bay - with pile-gantry extreme supports and intermediate supports in the form of walls with a built-in crossbar, and the span structure is single-span middle bridges are made of prefabricated slab-ribbed reinforced concrete beams and piles of gantry type, moreover, the bridge over the river, for example, Yauza is made with expansion joints on both supports, and the bridge, for example, over the Setun river with deformation with a seam on one support, and on the other support, the span with the help of anchors is combined with the cabinet wall into a system that excludes horizontal movements, and three small bridges up to 20.5 m long are located on the section of the ring highway between the conditional 95th and 102nd kilometers and made single-span with precast-monolithic reinforced concrete spans of continuous cross section, gantry abutments on a pile foundation with closed expansion joints on abutments or with extreme supports on bored posts and located on one oh of the supports along the axes of support of the columns with movable supporting parts. 25. The transport complex of the city, metropolis according to claim 12, characterized in that the intersection with a ring or radial road, the approach or adjoining of them local, local-regional road, partially unloading traffic flows of two or more zones of mutually gravitating vectors in opposite directions source and exit with the most possible approximation to at least one of the crossings, and the number of aboveground and underground transitions only along the length of the outer ring highway of the metropolis is not less than 57, while the number in above-ground crossings by less than 7 times the number of underground and in the above-ground crossings at least three crossings are made wide with a broadening band on which the infrastructure objects are located - trade and service, while at least two crossings are made with supporting wooden span structures , one - single-span arch type with tilted metal pendants attached to arches and a beam unfastened by stiffness bonds - a puff and a floor and floor laid on top for passage pedestrians, with arches inclined to each other at an angle of 68 ° to the horizontal, and the ratio of the boom of the combined arch structure and the span of the crosswalk 1: (6.3-6.5), respectively, with a translucent fence in the form of an open pipe connected by longitudinal seams the open part with the outer walls of the drawbar, located in the lower half of the space bounded by inclined arches, extreme supports in the form of towers, the lower supporting part, the foundations and stairway of which are made of reinforced concrete, and the first part is made of wood, with glazing and a system of internal supporting and enclosing structures of the coating, and the other transition with wooden supporting structures is made of a two-span hanging type with a rigid thread, which in spans has the configuration of overturned wooden arches with a ratio of bending arrow and span length of 1: (2 , 75-2.8), respectively, with extreme and intermediate supports on a reinforced concrete pile base with two wooden pylons and two portals located on each of the supports, the supporting structures of which are formed by hard metal-wooden rods, anchored on additional supports, and the pedestrian crossing area is equipped with a translucent fence in the form of an open pipe connected by longitudinal edges to the outer edges of the supporting beam of the span, which is attached to the arches with metal pendants, and the pylons are pairwise fastened together by stiffness bonds; at least one of the widened transitions is made of two-span with a reinforced concrete slab-beam span supported on rubber bearings, extreme supports made of precast-monolithic reinforced concrete on a pile foundation, and an intermediate precast-monolithic support also on a pile foundation, and the remaining transitions are made of three types, one with a monolithic reinforced concrete box-shaped span of the T-section with an upper shelf and a widened trapezoidally tapering wall with an internal tsil cavity drich configuration and external coils, forming a pair of shelves and walls, or in the form of two beams, monolithic to each other along the slab of the carriageway, the other with a monolithic reinforced concrete trough-like span with a flat bottom and walls curved in a cross section with a ratio of the width of the bottom and the total the width of the trough-like supporting structure 1: (2.00-2.20), respectively, and the span of the pedestrian crossing of the third type is made of metal

-shaped with the ratio of the widths of the cross-section to the bottom and top 1: (1.1-1.3), respectively, while the transitions of the first type are made at least 13 and they are placed at 21, 23, 26, 28, 29, 31, 32, respectively , 33, 34, 36, 38, 40 and 61st kilometers of the ring road, junctions of the second type are at least 17 and they are located at 11, 13, 14, 16, 18, 43, 44, 50, 54, 55, respectively 56, 58, 59, 76, 86, 89 and 92nd kilometers of the ring road, and at least 14 junctions were completed and they were placed at 5, 6, 62, 65, 67, 74, 76, 78, 81, respectively 84, 93, 94 and 105th kilometers of the ring road; wide crossings are located at 10, 24 and 92nd kilometers of the ring road, and wooden crossings are located at 95 and 102nd kilometers of the ring road. 26. A method of regulating and unloading traffic flows of a city, megalopolis, characterized in that it includes the controlled movement of mobile means of the city’s transport complex, megalopolis along the main, mainly radial-ring system of intersecting highways, roads and roads, artificial structures in their composition and the redistribution of flows along highways, roads and roads, including those intended for different speeds, while the regulation of traffic flows is carried out by but mainly through traffic lights with automatic, remote and / or computer or manual control, as well as by unloading the busiest roads and roads, mainly the radial-ring system, redistributing at least part of the mentioned flows with a reduction in time and distance, necessary for the passage of the corresponding target routes, at least for a part of the mobile means, for this purpose, the developed and evolving zones, differentiated by tension and prevalence, are revealed The direction vectors of macrocity, locally radial, and locally inter-district intra-city traffic flows, including zones at least partially gravitating to each other in the opposite direction of the prevailing exit and drain vectors of the corresponding traffic flows, and at least one focused on the closure of the prevailing vectors of the outcome and flow of traffic flows mutually gravitating towards each other in the intraregional or inter-district zones of the city, located Significantly, in one or adjacent sectors, or in one half of the city, a highway or a road combined for different modes of transport, eccentrically cutting the territory of the city, and perform the specified highway or a road with a closed loop, for example, a compound complex, quasi-ellipsoidal, or polycentric variable curvature with the number of centers of curvature of the contour of more than two, at the same time, a newly constructed road or road is brought at least by one of the sections to at least one of the previously constructed radial roads o-ring system and, preferably, connect them via traffic flows to the existing flows of at least one of the mentioned roads and / or at least one of their intersections, technologically providing the possibility of regulation and unloading of the transport system by translating, reorienting at least , parts of the mentioned traffic flows from ring and radial roads, main and secondary roads of the radial-ring system to the newly constructed at least one of the above-mentioned local center roads. 27. The method according to p. 26, characterized in that at least one newly erected unloading road or road aimed at closing mutually gravitating to each other in direction of the prevailing outcome vectors and the flow of traffic flows through intra-regional or inter-district zones and perform, preferably, in the form of a closed, forming a quasi-ellipsoidal contour with a smaller axis exceeding in length the corresponding diametric size of at least one of the inner cities nearest to the city center ring roads, and with a larger axis exceeding the size of the outer ring road and provide an arcuate coverage of the developing territories of the city, metropolis, stepping over the outer ring road. 28. The method according to p. 26, characterized in that the newly constructed road or road, made mainly quasi-ellipsoidal, complement in the direction tied to the conditional short axis of the said road, at least one, preferably at least two roads or roads open arched facing convex in plan, mainly to the city center, and concavity to the outer ring road without intersection or with the intersection of the last at least one of the mentioned additional roads or expensive. 29. The method according to p. 26, characterized in that the newly constructed road or road complement at least another road or road, unloading traffic flows, and preferably, they are performed in the form of two closed loops with unidirectional or cross-oriented axes of the same name in terms of, preferably, quasi-ellipsoidal or polycentric with the number of local centers of curvature of more than two and with an angle a between their axes of the same name, covering the central part of the city with both newly constructed roads or roads gami and outlet, advantageously at the major axis beyond the outer beltway one or all of said additional roads or roads. 30. The method according to p. 26, characterized in that at least one newly constructed road or road is carried out through intra-regional or inter-district zones of the city and is performed, preferably, in the form of two or three polycentric quasi-ellipsoid closed loops intersecting at least , one, for example, an external ring road of a city, megalopolis. 31. The method according to p. 26, characterized in that during the operation of the transport complex of a metropolis, for example, the city of Moscow, at least periodically without interruption in traffic, reconstruct at least part of the roads of the transport complex and / or construct new roads or roads and / or artificial engineering structures, moreover, at least at one of the stages of operation of the transport complex, reconstruction is carried out, first of all, of the external ring road connecting other highways and highways horns, for example, of the Moscow Ring Road with an intersection system with railways, paths and branches, with water lines of coastal shipping and man-made structures in the form of traffic intersections, and / or bridges, and / or overpasses, and / or overpasses, and / or underground and / or elevated pedestrian crossings with the formation along the entire length of at least a ring road of a carriageway under five traffic lanes in each direction, and during the reconstruction of at least one ring road the number of intersections of this ring road with other roads of the complex take at least 0.45-0.48 units / km., of which intersections with roads connecting the metropolis with other megacities take components at least 22%, and intersections with roads connecting the city, metropolis with other cities and towns adjacent to the metropolis - at least 77%, the number of intersections of this ring road with railways, tracks and branches each component is at least 63% of the number of intersections with roads connecting the metropolis with other megacities, and at least three intersections with coastal shipping lines are reconstructed or rebuilt, at least three bridge crossings at the intersections of the ring road with coastal shipping lines and at least seven medium and small bridges, while the intensity of traffic flows and the corresponding saturation with intersections and artificial structures in various sections, at least e, the outer ring road is differentiated according to the sectors of the metropolis bounded by the outer ring road, which form the intersection of lines, one of which connects the start point of the conditional “zero” kilometer located on the center line of the outer ring road, located in the traffic intersection at the intersection, for example, Moscow of the ring road and the Gorky highway and coinciding with the intersection of the axis of the ring road with the directional exit of the interchange, and the point halfway from the first the length of the axial line of the ring road, and the other connecting two points on the center line of this ring road at places its intersection with a line passing through the midpoint of the first line normal thereto, wherein the ratio of the lengths of portions beltway centerline in each sector l ₁ , l ₂ , l ₃ , l ₄ between the indicated successively located points, counting clockwise from the conditional "zero" kilometer, is taken equal to l ₁ : l ₂ : l ₃ : l ₄ = (1,034-1,039) :( 0.949-0.955 ) :( 0.961-0.965): 1, and the saturation with artificial structures is 1 m beltway at these sites is: when the part length l ₁ = 28,0-28,4 km - by types of structures:. axles medium and small - 0,035-0,045 units / km, overpasses rail / road - (0,14- 0.16) / (0.42-0.46) units / km, overpasses - 0.06-0.075 units / km, tunnels - 0 units / km, transport interchanges - 0.38-0.42 units ./km, elevated pedestrian crossings - 0.48-0.53 units / km, underground pedestrian crossings - 0.18-0.22 units / km; with the length of the section l ₂ = 25.7-26.1 km - by type of structure: medium and small bridges - 0.035-0.045 units / km, railway / road overpasses - (0.10-0.12) / (0, 32-0.36) units / km, overpasses - 0 units / km, tunnels - 0 units / km, transport interchanges - 0.35 - 0.39 units / km, elevated pedestrian crossings - 0.39- 0.43 units / km, underground pedestrian crossings - 0 units / km; with the length of the section l ₃ = 26.7-27.1 km - by type of structure: medium and small bridges - 0.13-0.17 units / km, railway / road overpasses - (0.11-0.13) / (0.63-0.69) units / km, flyovers 0.07-0.09 units / km, tunnels - 0.07-0.09 units / km, transport interchanges - 0.51 - 0 , 57 units / km, elevated pedestrian crossings - 0.48-0.52 units / km, underground pedestrian crossings - 0 units / km; with a section length of 14 = 27.0-27.4 km by type of structure: medium and small bridges - 0.035-0.045 units / km, railway / road overpasses - (0.065-0.075) / (0.034-0.037) units / km , overpasses - 0.065-0.08 units / km, tunnels - 0.10-0.12 units / km, interchanges - 0.17-0.19 units / km, elevated pedestrian crossings - 0.38- 0.40 units / km, underground pedestrian crossings - 0.065-0.075 units / km, and at least most of the intersections, including traffic intersections, are multilevel, at least three traffic intersections are made with the possibility of redistributing traffic flows in three ur In addition, at least one traffic interchange is performed with the possibility of redistributing traffic flows at four levels and regulating traffic flows both during reconstruction and during operation by blocking sections along the width of the carriageway for repair and / or reconstruction with the transfer of traffic flows to sections of the carriageway adjacent in width and / or to additionally arranged bypass sections and subsequent expansion and improvement of the carriageway vtodorog, highways and intersections and traffic recovery at the same time ensuring the unloading congested areas by increasing throughput and uniformity beltway download and reported her remaining internal and external traffic arteries. 32. The method according to p. 26, characterized in that the unloading of traffic flows is provided by increasing the throughput of highways, roads and artificial structures by increasing the width of the carriageway to five lanes in each direction during reconstruction and / or operation, with broadening mainly on both sides of the existing subgrade and roadway, mainly symmetrically with respect to the longitudinal axis of the ring road with the formation of a five-lane roadway in Each direction of traffic, consisting of four main lanes 3.75 m wide and a fifth transitional-speed lane with a width of at least 20% greater than the width of each of the other lanes, and a dividing lane is placed between the carriageways of the ring road with the opposite direction of travel, not less than 1.3 times the width of each of the main four lanes, and from the outer edge of each side of the carriageway, at least in areas between artificial structures, a curb width of at least its 80% of the width of the curb from the side adjacent to the broadening of the roadway, and / or straightening sections of the track, and / or its branching, and / or transitional sections are reinforced, and pavement is multi-layer, containing a lower frost protection layer of sand with a filtration coefficient at least 2 m / day with crushed stone embedded on top, two layers of rolled cement concrete with a layer of bitumen emulsion or ground between them and a multi-layer asphalt coating, the lower layer of which is highly porous of a cell of fine-grained asphalt concrete mix of type B grade I on granite crushed stone M-800, and the upper one - dense from hot fine-grained asphalt mix of type A grade I containing crushed gabbro-diabase gravel and / or granite or limestone fractions 12-18 mm and fractions 5 -12 mm, a mixture of natural sand with screening crushing gabbro-diabase, and / or granite, or limestone crushed stone fractions of 4-8 mm and fractions up to 4 mm, limestone mineral powder, polymer-bituminous astringent and cationic additive of the amine type in the following ratio of component in, wt.%: gabbro-diabase gravel and / or granite or limestone fractions 12-18 mm - 1.0-1.5 5-12 mm - 27-41; a mixture of natural sand with screening crushing gabbro-diabase, and / or granite, or limestone crushed stone fraction 4-8 mm - 15-29.5 up to 4 mm - 26-29; limestone mineral powder - 8-12; polymer-bitumen binder - 4.5-5.0; the cationic additive of the amine type by weight of the binder is 0.6-0.8; moreover, between each coating layer there is also a layer of bitumen emulsion or grinded, while in the composition of the polymer-bitumen binder used mainly bituminous oil road viscous grades BND according to GOST 22245-90, and / or bitumen grades BN, polymers: block copolymers of butadiene and styrene of the SBS type in the form of powder or crumbs, and / or DST-30-01 of group TU 38103267-80, and / or DST-30R-01 of group I according to TU 38 40327-90 of the Voronezh synthetic rubber plant, and / or their foreign analogues: Finapren 502 or Finapren 411 of the company Petrofina, and / or Kraton D 1101, and / or Kr Tone D 1184, Kraton D 1186 of the company "Shell" and / or Europrom Sol T 161 of the company "Eniko" and / or 411 Kalpren company "Repsol"; plasticizers: industrial oils of grades I-20A, and / or I-30A, and / or I-40A, and / or I-50A according to GOST 20799-88, raw materials for the production of viscous petroleum road bitumen according to TU 38101582-88 or a mixture of oil and raw materials, moreover, in the composition of the asphalt concrete mixture, a polymer-bitumen binder is used with physical and mechanical properties, respectively, for binder grades 300, 200, 130, 90, 60, 40: needle penetration depth 0.1 mm: at 25 ° С - not less than 300, 200, 130, 90, 60, 40, respectively; at 0 ° С - not less than 90, 70, 50, 40, 32, 25, respectively; softening temperature along the ring and ball, ° С: not lower respectively 45, 47, 49, 51, 54, 56; elongation, cm: at 25 ° С - not less than 30, 30, 30, 30, 25, 15, respectively; at 0 ° С - not less than 25, 25, 20, 15, 11, 8, respectively; fragility temperature, ° С: not higher than -40, -35, -30, -25, -20, -15, respectively; elasticity,%: at 25 ° С - not less than 85, 85, 85, 85, 80, 80, respectively; at 0 ° С - not less than 75, 75, 75, 75, 70, 70, respectively; softening temperature change after heating, ° С: no more than 7, 7, 6, 6, 5, 5, respectively; flash point, ° С: not lower, respectively 220, 220, 220, 220, 230, 230; as a cationic additive use an adhesive additive Interlene JN / 400-R firm "Herchimica" in the form of a viscous liquid with a density at 15 ° C 1.01-1.03 g / cm ³ , flash point not lower than 180 ° C, Angler viscosity at 50 ° C 9-10 ° C in an amount of 0.6-0.8% by weight; the subgrade, at least in part of the length of the broadening sections, and / or straightening sections, and / or branching sections, and / or transitional sections, mainly passing in the embankment, is made of compacted sand or non-porous sandy soil, and pavement of sequentially from the bottom up laid on the prepared - planned in the recesses or compacted and leveled in mounds base, layers: - frost-resistant sand with a filtration coefficient of at least 2 m / day, 0.5-0.8 m thick, with a layer of crushed stone, mainly limestone, of at least M-600 grade, not less than 0.10 m thick, embedded in its upper part; - rolled layer of cement concrete of grade M-100 on crushed stone, mainly limestone, grade not less than M-600, with a thickness of not less than 0.15 m; - a layer of bitumen emulsion or ground; - rolled layer of cement concrete of grade M-100 on crushed stone, mainly limestone, grade not less than M-600, thickness not less than 0.07 m; a layer of highly porous asphalt concrete from hot fine-grained macadam mixture of grade I mainly on granite macadam of grade M-800 with a thickness of at least 0.07 m; - a layer of dense asphalt from hot fine-grained crushed stone mixture of type “A” grade I on crushed sand, modified bitumen and crushed stone, mainly granite, grade no lower than M-1200, with a thickness of at least 0.05 m; the compaction of the subgrade is carried out by light, medium and heavy vibratory rollers: trailed, towed by a tractor on a caterpillar or pneumatic wheel, and self-propelled, moreover, sandy soils are compacted by both light and medium and heavy rollers, and clay soils, including lumpy ones and humidity - mainly heavy rollers, advantageously the cam, with the following parameters cam lobes: a working surface area - 100-150 cm ^2, height - 70-130 cm, and the seal and sand Glynis soil with a moisture content not exceeding permissible, as well as the upper layers of the embankments, are produced by vibrating rollers with a smooth drum, while simultaneously with the compaction, the surface of the compaction soil is leveled, and the compaction parameters, namely the thickness of the compaction layer and soil density, are obtained at the optimum roller performance in the range of operating speeds of its movement 1.5 0 2.5 km / h with 4-8 passes along one track, while at positive air temperatures sandy, mainly uniform in granules the metric composition of the soil is compacted with a moisture content of 6-10.5%, and at negative temperatures, sandy soil, including one-sized in terms of particle size distribution, is compacted mainly with a moisture content of less than 8%, increasing the number of passes of the roller along one track compared to that required positive temperatures by 1.5-2 times, and in all cases, before compaction, the moisture content of the soil to be compacted is controlled and regulated, and if there is insufficient moisture, the soil is humidified to the required humidity, which ensures optimal esursozatraty sealing equipment and the desired degree of compaction, moisturizing sandy ground vibration produced immediately before sealing with gradual distribution of water across the surface of the layer prepared by rolling of, the specific water consumption for humidification per 1 m ³ of soil working zahvatki determined from the relationship Q = ρ _dmax · K _y (W _opt -W _e ) α, where Q is the required specific consumption of water, t / m ³ ; ρ _{d max} - maximum standard soil density; g / cm ³ ; K _y - the required degree of compaction of the soil; W _opt - optimum soil moisture, fraction of a unit; W _e - natural soil moisture before compaction, fractions of a unit; α - coefficient taking into account losses and amounting to 1.5-1.15; and the thickness of the compacted soil layer is determined based on the mass of the trailed smooth-roller compactor or the masses of the vibrating module of the self-propelled smooth-compactor compactor and the required degree of compaction and the number of passes for dusty sand: when K _y = 0.95 and the number of passes 4-8 with the mass of the vibratory roller: 3-4 t - 0.3-0.4 m, 6-8 t - 0.5-0.8 m, > 12 t - 1.0-1.2 m; when K _y = 0.98-1.0 and the number of passes 6-10 with the mass of the vibratory roller: 3-4 t - 0.2-0.3 m, 6-8 t - 0.4-0.7 m, > 12 t - 0.6-0.7 m; for fine fine sand with natural moisture content W _e = 3-6%: when K _y = 0.95 and the number of passes 3-4 with the mass of the vibratory roller: 3-4 t - 0.3-0.35 m, 6-8 t - 0.4-0.55 m, > 12 t - 0.65-0.7 m; when K _y = 0.98-1.0 and the number of passes 4-6 with the mass of the vibratory roller: 3-4 t - 0.2-0.25 m, 6-8 t - 0.3-0.35 m, > 12 t - 0.4-0.45 m; for fine fine sand with natural moisture content W _e = 6-8%: when K _y = 0.95 and the number of passes 4-6 with the mass of the vibratory roller: 3-4 t - 0.4-0.45 m, 6-8 t - 0.6-0.75 m, > 12 t - 0.8-0.9 m; when K _y = 0.98-1.0 and the number of passes 6-8 with the mass of the vibratory roller: 3-4 t - 0.25-0.3 m, 6-8 t - 0.4-0.6 m, > 12 t - 0.5-0.6 m; and for rollers with a cam roller, the indicated thickness of the compacted layer is increased by 5-10 cm, while when compacting low-moisture homogeneous fine and medium-sized sands with W _e <4%, the number of passes of the vibratory roller along one track is taken no more than four, while to prevent the formation of under-compacted layers along the height of the subgrade, taking into account the effect of near-surface decompression in the upper part of the vibrating-compacted layer, I reduce the thickness of each layer that is next to be filled and to be compacted by an amount equal to the thickness of the decompressed zone of the previous layer, which is 0.1–0.15 m during the operation of vibratory rollers weighing 6–8 t, and 0.2–0.25 m when vibrating rollers are operating with a mass of 12–15 t in the upper closing layer of the subgrade, the decompression of the surface zone is prevented by additional wetting, or by reducing the mass of the vibratory roller used at least at the final stage of compaction of this layer, or by implanting the technological layer of crushed stone or gravel and compaction of this layer by pneumatic-wheel rollers weighing 12-15 tons either use a combined compaction with obligatory wetting of the surface, at the same time start compaction with a smooth-roll vibratory roller, and then continue compaction with a cam roller with the vibrator turned off and the speed of the cam roller 2.5-3 km / h, and when compacting clay soils, taking into account their plasticity and content water, the number of passes of the rink is increased by 1.5-2 times in comparison with the same parameters of vibro-compaction of sand, and the thickness of the compacted layer is reduced and taken, based on the mass of the vibratory roller, the degree of compaction and the number of passes: for light sandy loam, light silty clay loam at a moisture content of 0.8-0.9 W _opt K _y = 0.95 and the number of passes 6-8 with a vibratory roller mass: 6-8 t - 0.45-0.6 m, > 12 t - 0.4-0.5 m; with a moisture content of 0.95-1.15 W _opt K _y = 0.98-1.0 and the number of passes 8-10 with the mass of the vibratory roller: 6-8 t - 0.3-0.4 m, > 12 t - 0.4-0.5 m; and for heavy, heavy dusty clay loam, clay with a moisture content of 0.85-0.9 W _opt K _y = 0.95 and the number of passes 8-10 with the mass of the vibratory roller: 6-8 t - 0.2-0.25 m, > 12 t - 0.3-0.35 m; with a moisture content of 0.95-1.05 W _opt K _y = 0.98-1.0 and the number of passes 10-12 with the mass of the vibratory roller: 6-8 t - 0.3-0.4 m, > 12 t - 0.45-0.55 m; moreover, at the initial degree of compaction of the soil K _at ≅0.9, compaction begins without vibration with at least two passes along one track, then 2-4 passes are performed at an increased vibration frequency of 30-40 Hz, and in subsequent passes the vibration frequency is reduced to 25-33 Hz, and the speed of the roller takes 1.5-2.5 km / h, and when working in winter conditions or at least at low temperatures, the soil is compacted in the same way, but at the same time the compaction is completed before the freezing of the soil, while the thickness of the sealing layer and the length of the gripper appoint t taking into account the performance of the rink, and the time during which it is necessary to complete the compaction of the soil, and the length of the working jaw, depending on the outdoor temperature, are as follows: at -5 ° C and the time before the start of soil freezing after excavation from the quarry for 85-90 min - 60-65 min and 100-120 m, respectively; at - 10 ° C and the time before freezing of the soil after excavation from the quarry 55-60 min - 40-45 min and 60-80 m, respectively; at -20 ° C and the time before the freezing of the soil after excavation from the quarry 35-40 min - 25-30 min and 40-50 m, respectively; at -25 ° C and the time before freezing of the soil after excavation from the quarry 15-20 min - 12-15 min and 20-25 m, respectively; the base of the pavement on the reconstructed parts of the highway is multilayered from “lean” concrete, for which two layers of cement concrete mix M- (75-125) are laid successively mainly on limestone crushed stone of grade M- (400-700), and the lower layer is made thinner, than the top with a difference in their thicknesses of at least 10% of the total thickness of the cement concrete base, a technological and waterproofing layer of bitumen emulsion or milled is performed on top of the lower layer, during the laying of each of the layers, preparation is performed, distribution and compaction of the cement-concrete mixture, the distribution being carried out by equipped with automatic leveling systems with a profiler, distributor, paver or universal pavers like DS-199, and / or "Titan" from ABG-Ingersol Rand and / or Blau Knox, or using medium and heavy graders, and the cement-concrete mixture is densified mainly by a roller link, consisting of a smooth-drum vibratory roller weighing 6-7 tons, operating with a vibration frequency of 30-5 0 Hz, and a smooth-rolled or combined vibration roller weighing 12-16 tons, operating with a vibration frequency of 30-45 Hz, or from a pneumatic tire roller weighing 20-24 tons, and one smooth-rolling vibration roller weighing 9-10 tons, operating with a vibration frequency of 30 -45 Hz, the cement-concrete mixture is laid over the entire width of the base or concreted in separate strips with the completion of the entire width of the base within one working day, with longer breaks in time, the laying of adjacent strips is resumed after concrete is set nom in the laid strips is not less than 70% of the design strength, the movement of technological transport, including for laying the upper layer of the base, is carried out either on the day of laying the lower layer with a speed limit of 10 km / h, or after typing with concrete in the laid strips at least 70% of the design strength, before concreting, the longitudinal and transverse joints are cleaned, the crushed stone base and joints are wetted with water, the first two machines that delivered the cement concrete mixture are unloaded, they are left and right in front of the screw driving machine, other machines are unloaded in a checkerboard pattern from the axis of each concrete strip, providing an initial allowance for compaction of the mixture in the amount of 20-30% of the design thickness of the corresponding base layer, from the side of the free edge increase by 25 cm relative to the estimated width of the concrete strip, and the speed the distribution of the mixture is taken no more than 5 m / min, while the length of the gripper is taken 20-30 m, and the mixture is compressed, depending on the ambient temperature, no more than 3 hours; to maintain the specified thickness of the layer, performed by a profiler or paver with automatic transverse slope systems, a carbon string is pulled parallel to the axis of the concrete strip, and in the absence of automatic systems and work by a paver or spreader, two copier strings, the compaction of the mixture in the base starts from the curb, the initial 2 -4 passes are performed in a static mode without vibration with a roller weighing 6-7 tons, with each subsequent pass of the roller, the track of the previous one is covered by no less than and 10% of the width of the drive roller, the subsequent compaction is performed in 4-6 passes with vibration, of which the first two or three passes are performed with a vibration frequency of up to 30 Hz and a maximum amplitude, then the frequency is increased to 50 Hz, and the amplitude is reduced to a minimum, or use heavier rollers weighing 9-10 tons for compaction and perform three or four passes without vibration and 8-10 with vibrations from 30-35 Hz at the beginning of the period to 45-50 Hz in the second half of the period; the compaction is completed with a roller weighing 12 -16 tons for 6-8 passes on one track with vibration, of which the first 3-4 p Roads are produced at a vibration frequency of 30-35 Hz, and subsequent ones at 40-50 Hz, or the final seal is made in 8-10 passes by a pneumatic tire roller weighing 20-24 tons, and the speed of the rollers during compaction, depending on the mass of the rollers and the type of seal take for rollers weighing 6-7 tons without vibration - 2-4 km / h; rollers weighing 6-7 tons with vibration - 1.5-2 km / h; rollers weighing 12-16 tons with vibration - 2-3 km / h; pneumatic tire rollers - 5-8 km / h; rollers weighing 9-10 tons without vibration - 2-3 km / h; rollers weighing 9-10 tons with vibration - 1.5-2 km / h; when exceeding the calculated length of the grab, determined by the technological parameters of the distributing and sealing machines, namely the reduced speed and the number of passes of the latter, one or more additional roller links are used; the process of vibration compaction of the freshly laid cement concrete mixture is carried out continuously in the direction parallel to the axis of the road, vibration on and off, as well as transition from strip to strip, are carried out outside the compacted layer, and if emergency stop on the rolled layer is necessary, the vibration is turned off in 1.5-2, 0 m to the car stop; the joints and junctions are additionally compacted with a vibrating plate, before a break in concreting or before bridges and overpasses, respectively, work or expansion joints are arranged, for which they clear the joint from excessive concrete mix, install and fix the stop bar or metal formwork on the base to the height of the seal layer, taking into account the seal allowance, is filled with sinus concrete mixture in front of the timber or formwork with seal allowance and the concrete mixture is compacted in the weld zone vibroplate, and care for freshly laid concrete when concreting the lower layer is carried out if the upper layer of the base is arranged with a time gap of more than 4 hours, respectively, care for freshly laid concrete when concreting the upper layer is performed if the asphalt concrete cover is arranged with a break of more than 4 hours after concrete is laid at the same time, film-forming materials are used to protect fresh concrete: bitumen emulsion, or constantly moistened sand, or plastic film, or bituminized paper, which matured applied or placed immediately after concreting surface finishing layer, wherein a curing stopped when laying overlying layer upon completion of set concrete design strength, while in the process of performing work on the device base monitor geometric and strength parameters of each layer; when performing the lower layer of asphalt concrete coating 2-3 hours before laying asphalt concrete, the underlying layer is cleaned and washed of dust and dirt, then a bitumen emulsion is applied to it with a flow rate of 0.3-0.4 l / m ² , simultaneously treated with an emulsion or liquefied bitumen, a previously evenly cut side edge of the old coating in the adjoining zone of the new one, laying of the lower layer of asphalt concrete coating is carried out immediately on the entire width of the carriageway with at least two pavers working with at least one pre-tensioned carbon string for each paver, and the copier strings are installed at least from two sides - along the longitudinal edge of the old coating and from the side In other words, in the process of laying asphalt concrete from a porous mixture, the specified level of the surface of the laid layer is provided on the one side of the first paver along the way laying a strip of 6 m wide from the carbon string that comes into contact with it, and on the other hand, the specified level is supported by a transverse slope sensor, with on one side of the second paver along the way laying a strip of width of 8.25 m, the specified level is provided by a carbon string introduced into contact with it, and on the other hand, from a small carbon ski, which they are laid along the layer laid in front by a walking paver, and during the laying of asphalt concrete from a dense mixture, the specified level of the surface of the laid layer is ensured on one side of the first paver along the side, laying a strip of 8.25 m wide, from the carbon string, and on the other, from a long ski moved along the previously laid underlying layer of asphalt concrete pavement, on one side of the second along the paver laying a strip 6 m wide, a predetermined level is provided from the carbon string, and on the other side s - from a small tracer ski moving along the layer laid in front by the walking paver, while before starting the installation of asphalt pavers, the pavers are set to the initial position, and also the working body of each paver is set to a predetermined thickness of the stacked layer equal to the design one, increased by the size of the allowance for compaction , install a smoothing plate with an angle of attack of 2-3 °, set up an automatic system for ensuring evenness and a transverse slope, set the operating modes of the tamper the mustache and the screed, the ramming stroke is set to predominantly 4 mm, during the laying process, the distance between working pavers is 10-15 m, but not more than 30 m, and the speed of laying asphalt concrete is within 2-3 m / min, the allowance for compaction of asphalt concrete mixes are specified during test compaction and taken equal to 15-20% of the design layer thickness, at the beginning of the shift or when laying after a break, the transverse joint is heated by installing an asphalt paver over the edge of the previously laid asphalt and fill t auger chamber with a mixture, and the top of the coating in the area of the transverse joint, pre-heated with a linear heater with infrared irradiators, before resuming the laying of asphalt concrete, the level of installation of the working body of the asphalt paver is maintained or set at the same level as before the break, and at least 2 m from the transverse junction carry out the machine in manual mode, the compaction of the asphalt concrete mixture is carried out in the temperature range 140-90 ° C and begin with the transverse conjugation seal, then the smooth mixture is compacted ring rollers weighing 8-10 tons without vibration, while the pneumatic tires of combined and pneumatic wheels are heated on the first 30-50 m, after which the asphalt concrete mixture is compacted with the indicated rollers directly behind the paver, moving the combined rollers with the wheels forward, and the final re-compaction is performed with smooth rollers, at the same time, pneumatic and combined rollers carry out at least 6-8 passes along one track, the first 3-4 of which are carried out by combined-action rollers without vibra In the event of vibration of 30–50 Hz and maximum amplitude, asphalt concrete is rolled with pneumatic wheels at an operating speed of 4–6 km / h, and with combined rollers at a speed of up to 5 km / h without vibration and up to 2 km / h with vibration, when rolling asphalt concrete with smooth-rolled rollers, they also make at least 6-8 vibration passes along one track, and in the first 3-4 passes they set the vibration mode to 30-50 Hz, the maximum amplitude, and the movement speed is assumed to be minimal - up to 2 km / h, and in the second half of the rolling cycle the smooth-roller rollers are given a vibration frequency of 40-45 Hz at a minimum amplitude with an increase in speed of up to 4 km / h, the coating is consolidated with a heavy roller of the VSH-105 type or a similar model, the longitudinal joint of the web of the reconstructed ring road is sealed with the same roller, and the sealing is performed sequentially stripes from the edges to the middle with overlapping layers of 20-30 cm, the movement of the rollers on the compacted mixture is carried out continuously and uniformly without changing the direction of movement of the roller on the unconsolidated and non-cooling a layer, and the roller is moving from one strip to another and vibration is switched on outside the sealing strip, and each subsequent track of the roller in the direction of sealing is displaced relative to the longitudinal axis of the web, mainly by an amount equal to or comparable to the diameter of the roller or pneumatic wheels, with during the work, the temperature of the asphalt concrete mixture in each vehicle that delivered it to the place of installation is controlled, and the thickness of the layer, transverse and longitudinal, is controlled at least every 100 m of the laid layer. web biases and compaction modes: mixture temperature, speed of rollers, frequency and amplitude of vibration, and the final parameters of the laid and compacted coating layer are checked on samples that are taken in the form of cores or cuttings from the specified coating layer 1-3 days after its construction; the top layer of the asphalt concrete pavement of the reconstructed ring road is made of type I hot asphalt concrete mix of grade I on a polymer-bitumen binder thickness, mainly 6 cm, over the entire width of the carriageway of this direction, combining the broadening sections newly constructed during the reconstruction and the existing roadway of the ring road, in this case, before laying the asphalt concrete mixture, preparatory work is carried out, including profiling the bottom layer of the asphalt concrete coating as existing to it, and on the newly erected strip under the milling cutter marks with an automatic leveling system, performing an equalization layer of hot mix type B asphalt with the selection of the maximum size of the aggregate grains depending on the thickness of the leveling layer, patching, installation on the lower or leveling asphalt concrete layer coating cracking grids, cleaning, washing from dust and dirt and drying the bottom layer of asphalt concrete coating before priming, priming no later than 2-3 hours laying on top of the coating layer, which is produced by applying the bitumen emulsion at a rate of 0.3-0.4 l / m ² and obtaining a transparent brown layer, which is maintained until the water evaporates from the emulsion and its color changes from brown to black, the transverse mates are perpendicular to the axis of the ring road, while the ends of the previously laid strip are cut vertically without chips and lubricated with bitumen emulsion, along the cross joints cutting the coating through the entire thickness of the upper layer with a cutter with diamond disks, and then using the cold milling cutter remove excess material in the prepared zone behind the line ka, and at the end of the interchangeable grab, the layer of laid pavement is cut along one line over the entire width of the paving, with the place where the barrier fence and side stone adjoin the layer of asphalt concrete pavement are treated with bitumen or bitumen emulsion, the top layer of asphalt pavement is laid simultaneously with three pavers simultaneously over the entire width the roadway, and an adjoining strip to the concrete barrier fence is laid by an paver equipped with a sliding working body, while The upper layer of the coating uses the “echelon” scheme of laying the strips, in which the pavers have a ledge, the paver being the first to work along the curb, the carbon string for the automatic system to work is installed on both sides of the coating being arranged - on the shelf of the concrete barrier fence and on the side of the curb, and on a removable gripper, racks with marks taken down to the bottom are pre-installed and the carbon string is pulled, and the distance between the racks is chosen from the condition of eliminating the sagging of the carbon string, n about no more than 8 m, the work of the automatic system for ensuring the evenness of the paver close to the curb is carried out on one side of the carbon string, and on the other side of a long ski moving along the underlying layer, the automation of the second asphalt paver is laid on one side of " shoe ", which tracks the edge of the strip laid by the first paver, and on the other hand, from a long ski, and the base of the automatic paver system at the concrete fence from the side of the barrier is a copy page una, and on the other hand, a “shoe”, moved along the strip laid by the second paver, and the transverse slope of the coating is ensured by the operation of the automatic system on all three pavers, before starting the pavers, the pavers are set to their initial position and prepared for work in the following sequence: set the smoothing the plate on the starting blocks, taking into account the thickness of the coating and the allowance for the seal, while the angle of attack of the smoothing plate is taken to be zero; establish a smoothing plate with an angle of attack of 2-3 °; set up an automatic system for ensuring evenness on a cross slope; warm the screed for 10-40 minutes, depending on weather conditions before laying, to the temperature of the asphalt mix to be laid; set the operating modes of the tamper, mainly the 4 mm stroke, and the screed with the observance of the distance between simultaneously working pavers of 10-15 m, but not more than 30 m, when unloading the mixture, the dump truck is stopped 30-60 cm to the paver without installing the hand brake with the possibility of the stacker hitting while moving forward on it, while unloading dump trucks, the paver is moved at a working speed not lower than the speed of the dump trucks, the paving speed is taken within 2-4 m / min, and asphalt the concrete mixture is uniformly delivered to all pavers to ensure their continuous movement at a constant speed, and during operation of the paver, the same level of the mixture in the auger chamber is maintained, reaching the axis of the auger shaft, with short interruptions in the delivery of the mixture in an amount not less than 25% of the capacity of the asphalt paver's bunker is left in the bunker, and during long breaks, the entire mixture is produced that is in the bunker, auger chamber and under the slab, while The asphalt concrete mixture using a polymer-bitumen binder is predominantly taken up to 15-20% and specified during test compaction, and at the beginning of the shift and after a long break, the transverse joint is heated, setting the stacker so that the vibrating plate is completely above the edge of the previously laid layer and filling the screw chamber with the mixture moreover, the top of the coating in the zone of the transverse junction is heated by a linear heater with infrared burners, and when performing the transverse abutment at the beginning of the shift, the level of installation of the working body and the paver is set the same as at the end of the previous shift on the same strip, while at least 2 m from the point of contact are held in manual mode without automation, and if necessary, adjust the angle of attack of the screed, and with a longitudinal slope of more than 70 ‰ laying and compaction of the asphalt concrete pavement is carried out from the bottom up, with a longitudinal slope of less than 70 ‰ laying and compaction of the asphalt concrete pavement is carried out both downhill and uphill, and the asphalt concrete mix is compacted immediately after laying, starting from the transverse mating seal, which is carried out by the roller passes both in the longitudinal direction and along the seam, in the first case, the roller roll is completely led out of the seam line onto the sealing layer, and in the second, when compacting along the seam, the roller rolls the compacted coating is 20-30 cm thick and the asphalt concrete mixture is compacted in the temperature range of 150-80 ° C, and the compaction process is carried out according to one of the following schemes: first scheme: different types of rollers - pneumatic, combined action and vibrational - they move apart from one another into different compaction bands, or the second scheme: rollers of different types move a link along one strip in a trace or provide for both schemes two ways of arranging the rollers during rolling: when the pneumatic-wheel roller or combined-action roller is placed first in the direction of travel moving forward by pneumatic tires, or when the smooth-roller is leading, moreover, at the beginning of laying, regardless of the sealing pattern, packing starts with the passage of one or two smooth-roll rollers ov without vibration, and after compaction of the first two lanes - 2-4 passes on one track - when they switch to the third lane: on the first lane, they begin to be compressed with a pneumatic-roller and / or combined-action roller and during the compaction process the tires are heated to the temperature of the asphalt mixture in order to prevent it from sticking to the pneumatic tires, then the pneumatic wheel compacts the coating immediately behind the paver, and the compaction according to the first scheme is as follows: they make two passes back and forth along the first and second stripes of laying, after it moves to the third strip on the first strip, the combined-action roller is moved, after the pneumatic-wheeled roller moves to the fifth strip, and the combined-action roller on the third strip on the first strip moves the smooth-rolling roller in vibration mode and after the passage of the pneumatic wheel along the last strip of compaction behind a particular paver, it is again transferred to the first band and the cycle of compaction is repeated, and compaction by W In the same scheme, three roller links are carried out, each of which is moved across the entire width of the compacted coating after the coating is compacted with the first roller link along the entire width laid by the first paver along the paver, it is moved to the seal of the coating laid by the second paver, at the same time the second roller link begins to compact the coating behind the first paver, and after the transition of the first link to the area of the third paver, and the second link to the area of the second paver, the third link of the rollers they set the compaction of the coating behind the first paver and subsequently repeat the entire compaction cycle, and for a roller on pneumatic tires at the initial rolling take a speed of 3-4 km / h and the number of passes 2-4, and with the main rolling at the first stage - a speed of 4.0 -6.5 km / h and the number of passes 5-6, and in the second stage - a speed of 6.5-11.5 km / h and the number of passes 2-3; for a vibratory roller, including combined, at the initial rolling, the speed is 3-4 km / h and the number of passes 2-4, and for the main rolling at the first stage, the speed is 4.0-5.5 km / h and the number of passes 5-6 at a vibration frequency of 30 Hz, and in the second stage, a speed of 4.0-5.5 km / h and the number of passes 5-6 at a vibration frequency of 45 Hz, and for a roller of smooth-rolling static action during initial rolling, the speed is 3- 4 km / h and the number of passes 1-2, and with the main rolling in the first stage, 4.0-6.5 km / h and the number of passes 5-6, and in the second stage - a speed of 6.5 - 8.0 km / h and the number of passes 3-4, while the vibration on the rollers when moving back include only the second stage of the main stage of compaction, the length of the gripper of the seal is the length of the section on which the compaction should be completed before cooling the mixture not lower than 80 ° C, take at an ambient temperature of 10 ° C 50-60 m, and at 20 ° C - 90-100 m, but not more than 150 m, and to seal the coating areas adjacent directly to the border, use smooth-drum static rollers of the DU-48 B type, moreover, the pneumowheel roller, which is preceded by seal, position it as close as possible to the paver, taking into account the temperature of the asphalt mixture, and when compacting the type A asphalt mixture, the pressure in the tires of the pneumatic wheel roller is predominantly 0.8 MPa, while to prevent cooling of the tire tires do not allow it to move to the cooled coating, for with the exception of cases of the start of rolling and refueling of the rink, and during the operation of different types of rollers at the same time, one after the other, to comply with the speed regime, the entire link is moved from a vibration roller, and the distance between the individual link rollers during the movement is taken to be 2-3 m, ensuring the application of the same sealing force throughout the width of the rolled sheet when rolling, while during the operation of smooth-drum rollers in the vibration mode, the rolling includes vibration on both rollers of the roller, compaction the coatings begin in stripes from the edges to the middle with overlapping traces of 20-30 cm, and the first pass begins, departing from the edge of the coating by 10-15 cm, and the edges are compacted after the first pass of the roller over the entire width of the stacked strip, while the longitudinal conjugation is compacted with rollers from the paver squad going behind, and during compaction of the mixture, the rollers are kept in continuous and uniform motion, and the rollers are prevented from stopping on an unconsolidated and non-cooled layer or a sharp change in the direction of movement of the roller, with the roller moving from one the strips on the other are carried out only on the previously sealed coating, and the vibration is switched on outside the sealed strip on the moving roller, while the roller moves parallel when compacting but the axes of the road and to exclude the formation of waves, each subsequent track of the roller is positioned further than the previous one in the direction of rolling by the value of the diameter of the roller or pneumatic wheels, while the temperature of the asphalt concrete mixture in each car that delivers it to the place of work is checked, the thickness of the laid layer is controlled through the laying process through 100 m, evenness and transverse slope not less than 20 m later, and in the process of compaction, compliance with the specified mode of compaction of the mixture is monitored, and correction of irregularities by Rollers produce the hot coating at a temperature not lower than 80 ° C, wherein the asphalt concrete quality control is performed on cuttings or cores from the upper layer coating at three locations in 7000 after 1-3 days after the device. 33. The method according to p. 26, characterized in that the regulation and unloading of traffic flows of the metropolis in the area of bridge crossings, mainly large bridges, is carried out by erecting a new bridge near the existing bridge under five lanes, temporarily transferring traffic flows of both directions from the existing bridge, partial or complete dismantling of the existing bridge and its reconstruction or the construction of a new bridge and transfer to the reconstructed or newly built bridge of traffic flows direction, leaving traffic flows in the opposite direction on the first newly constructed bridge, moreover, in the areas of bridge crossings, for example, across the Moskva River, new bridges are erected near existing bridges near the existing bridges and beside the Spas village, existing bridges are being reconstructed, and in the area where the bridge is located, for example, through the Moscow Canal on the ring road near Khimki, a new bridge is being built next to the existing bridge, and the existing bridge is also dismantled on it a new bridge is being built; in the zones of the intersection of the ring road, for example, along the Smolensky and Paveletsky directions of the Moscow Railway, the regulation and unloading of traffic flows is carried out by at least preparatory work related to the reconstruction and broadening of the ring road, the construction of a new overpass on the bypass during reconstruction, transfer to a new overpass of railway flows, the subsequent dismantling of existing railways and overpasses and completion work to broaden the carriageway of the ring road in intersection zones with the formation of the carriageway of five lanes of traffic in each direction; and the regulation and unloading of traffic flows of a megalopolis in areas of intersection of a ring road, for example, the Riga, Gorkovsky, Ryazan, Yaroslavl, Kursk, Savelovsky directions of the Moscow railway, the Oktyabrskaya and, for example, the Moscow-Kiev railways, is carried out mainly through bilateral broadening the existing carriageway, at least on embankments of approaches and overpasses in the intersection zones with the formation of the carriageway under the five-lane traffic in each direction a phenomenon, for which, mainly, on both sides of the viaducts existing at intersections, broadening portions of viaducts are erected, traffic flows of the corresponding directions are temporarily transferred to them, after which they reconstruct or dismantle the existing viaducts and construct new viaducts in their place with the formation together with broadening parts of the united widened carriageway under five lanes of traffic in each direction. 34. The method according to p. 26, characterized in that the regulation and unloading of traffic flows of the megalopolis at the intersection of, for example, the Moscow Ring Road and the Yaroslavl Highway is carried out by at least partial redistribution of transport from the ring road to the Yaroslavl Highway and from the Yaroslavl Highway on the ring road in both directions at four levels, in the areas of intersection of the ring road with the overlying road, for example, the Leningradskoye Highway, as well as with the underlying road, for example, Gorkov Kim highway - at three levels, and in areas of intersection with the highway, for example, Rublevsky highway, and, for example, the roads of Michurinsky Prospekt - Borovskoye Highway, Moldagulova St., Khovrino - Dolgoprudny, Molodogvardeyskaya St., Sayanskaya - Reutovo St., Korovinskoye Highway , Ryabinovaya St., Tsaritsyno - Vidnoye, Shabolovka - Butovo, Biryulyovo - Bulatnikove, Salomei Neris St., Conversations - Brateevo, Strogino - Myakinino, Svobody St. - Kurkino, Volokolamskoye Shosse, Abramtsevo - Golyanovo, Shchelkovo Highway, Kiev Ostashkovskoye, highway - Leninsky Prospekt, Minsk - Mozhaysko highway, Riga - Trinity-Lykovo, Ochakovo - Zarechye, Kashirskoe highway - Domodedovo, Nosovikhinskoe highway, Staroryazanskoye highway, Novoryazanskoye highway - Volgogradsky prospect, Skolkovskoye highway, Dmitrov highway, Altufevskoe highway, Moscow - Kaluga, Nemchinovka - Setun - in two levels, and in areas with intense pedestrian flows crossing the ring road, uninterrupted continuous safe traffic is ensured by the construction of above-ground and underground pedestrian crossings, and along the length of the ring road as part of art At least 57 elevated and underground pedestrian crossings are carried out at the wall structures, while the number of elevated crossings is taken to be no less than 7 times the number of underground and, in the composition of elevated crossings, at least three crossings are wide with a broadening band on which the infrastructure - trade maintenance and service, while at least two transitions are performed with supporting wooden span structures, one is single-span arched type with inclined metal attached to the arches pendants and stiffeners fixed by stiffness ties and a deck and floor laid on top for pedestrian access, arches tilted to each other at an angle of 68 ° to the horizontal, and the ratio of the lifting arrow of the combined arch structure and the span of the crosswalk 1: (6.3- 6.5), respectively, with a translucent fence in the form of an open pipe connected by longitudinal seams of the open part to the outer walls of the tightening beam, located in the lower half of the space bounded by inclined arches, extreme support mi in the form of towers, the lower supporting part, the foundations and stairway of which are made of reinforced concrete, and the supporting part is made of wood, with glazing and a system of internal supporting and enclosing structures of the coating, and another transition with wooden supporting structures is performed by a two-span hanging type with a rigid thread, which in spans, it has a configuration of overturned wooden arches with a ratio of a bend arrow and a span of 1: (2.75-2.8), respectively, with extreme and intermediate supports on a reinforced concrete pile base with two wooden pylons and two portals laid on each of the supports, the supporting structures of which are formed by rigid metal-wooden rods, anchored on additional supports, and the pedestrian crossing area is provided with a translucent fence in the form of an open pipe attached by longitudinal edges to the outer edges of the span supporting beam, which is attached to the arches with metal pendants, and the pylons are pairwise unfastened between themselves by stiffness bonds; at least one of the broadened transitions is double-span with a reinforced concrete slab-beam span supported by rubber bearings, extreme supports that are made of precast-monolithic reinforced concrete on a pile foundation and an intermediate reinforced concrete precast-monolithic support also on a pile foundation, and the rest transitions are performed in three types, one with a monolithic reinforced concrete box-shaped span structure of the T-section with an upper shelf and a widened trapezoidally tapering wall to the bottom with an inside with a cylindrical cavity and external shafts forming a mate between a shelf and a wall, or in the form of two beams, monolithic to each other on a roadway slab, the other with a monolithic reinforced concrete trough-like span with a flat bottom and walls curved in a cross section with a ratio of the width of the bottom and the total width of the trough-like load-bearing structure of 1: (2.00-2.20), respectively, and the span of the pedestrian crossing of the third type is metal

-shaped with the ratio of the widths of the cross-section to the bottom and top 1: (1.1-1.3), respectively, while the transitions of the first type are performed at least 13 and they are placed respectively on 21, 23, 26, 28, 29, 31, 32 , 33, 34, 36, 38, 40 and 61st kilometers of the ring road, junctions of the second type are performed at least 17 and they are placed respectively at 11, 13, 14, 16, 18, 43, 44, 50, 54, 55, 56, 58, 59, 76, 86, 89 and 92nd kilometers of the ring road, and at least 14 junctions are performed at least 14 and they are placed at 5, 6, 62, 65, 67, 74, 76, 78, 81, respectively 84, 93, 94 and 105th kilometers of the ring road; wide crossings are located at 10, 24 and 92nd kilometers of the ring road, and wooden crossings are located at 95 and 102nd kilometers of the ring road. 35. The method according to p. 26, characterized in that the regulation and unloading of traffic flows during the operation of highways and highways is carried out to ensure year-round uninterrupted and safe functioning of highways and highways by periodically cleaning from dust, dirt, snow, ice of the roadway, road signs, maintaining in working condition all types of alarms, including traffic control systems for traffic flows, repair and / or reconstruction operations, and / or restoration the appearance of the subgrade, and / or pavement, and / or pavement of the carriageway, and / or artificial structures as part of the road, drainage systems and lighting of platforms and stops for vehicles, ensuring the smooth operation of the road service, traffic safety inspection services and surveillance systems , restriction, and / or temporary transfer, and / or temporary blocking of traffic flows in the event of extreme situations, maintaining the required, including environmental conditions, conditions of slopes, including fixed by grass sowing and / or artificial elements, moreover, during the operation of the Moscow Ring Road, at least four road maintenance departments with a set of road maintenance equipment are constructed and / or equipped on it, based on the relative position of the intersections of the ring road with the main radial roads megalopolis at distances from each other, correlating with each other and the length of the highway as (1.89-1.93): 1: (1.19-1.23) :( 1.56-1.60): 5.7, counting the length of the ring road clockwise arrow, from the location of the control closest to the start point of the conditional zero kilometer, a production base is erected and / or equipped with each control, including parking of vehicles, mainly irrigation and / or garbage collection, and / or with snow removal equipment, and / or for removal land, debris, snow from the ring road and / or artificial structures, granite chips and / or sand and / or salt consumables, and / or substances and compositions replacing it, which accelerate the melting of snow and ice on the carriageway, warehouses for the preparation of liquid reagents for processing the pavement, premises for road repair equipment and spare parts for road equipment, production and administrative buildings, complete the production base with road repair equipment and perform urgent and / or scheduled cleaning operations, and / or repair, and / or reconstruction, and / or restoration of the subgrade, and / or pavement, and / or pavement, artificial structures and traffic control systems, while the circular av the road is equipped with weather stations, the average saturation of which per 1 km of road is accepted at least 0,055 units / km, which provide operational meteorological service of the highway, including the provision of road-operational departments and traffic participants with information about the condition of the carriageway in certain sections of the ring road and information about possible , including the nearest, changes in the meteorological conditions on the highway, directly affecting traffic safety and as a result of which the road The control departments prepare and / or direct the appropriate road equipment to sections of the ring road and perform the necessary operations to clear and / or restore the roadway condition that is safe for operation: while the ring road is being reconstructed and / or new traffic police posts are being built, including including main and departure, and the saturation of the highway with the main traffic police posts located on the ring road with its external or internal to the metropolis with oron take at least 0.013 u / km and beltway saturation vyletnyh traffic posts, spaced from the metropolis for crossing roads ring road, taking not less than 0.14 u / km. 36. The method according to p. 26, characterized in that during the operation of the ring road regularly check the condition of the ring road, its roadway, curbs, artificial structures as part of the ring road, including traffic intersections at intersections with other roads, identify and eliminate the discovered defects by making minor or ongoing repairs, which are carried out without interruption in the movement of vehicles by screening out areas to be repaired, and transferring traffic to adjacent e lanes and restoration of traffic after completion of work, and also perform regular work on cleaning the carriageway of the line of artificial structures in its composition, the technological complex of which is assigned in accordance with the season of operation and is divided into winter and summer cleaning, and at least one from the stages of reconstruction of the ring road, at least one of its sections is mounted anti-icing system company "Boschung", providing protection of the coating from icing throughout its width in a plot of at least 450 m in length. 37. The method according to p. 26, characterized in that the winter cleaning of the ring road is carried out by treating the carriageway with chlorides and / or shifting snow from the carriageway to the curbs, and when processing the carriageway with chlorides, the length of time of the main technological cycles is not more than 1 hour at an average density of processing for one cycle of 35-45 g / m ² and the operating speed of the harvesting machines 35-45 km / h, and when it is slid along the length of time snow basic technological cycles take no more than 2 hours at a working rate DRC intramural machines 35-45 km / h, and the processing roadway deicing materials produce spreaders type "PCC 5551", with shifting of snow to the sides of the roadway - shirokozahvatnymi snowplow type "Schmidt" MA3-63035 on the chassis; snow is removed from the solid separation walls, including with curved side elements, and snow and dirt are removed from the barrier fencing during winter thaws by a spreader with plow-brush equipment of the Unimog-1250 type with equipment for vertical cleaning, processing of the left tray and shifting snow from the dividing wall or strip onto the roadway before the wide snow plows begin to work, as well as the formation of a snow shaft in the trays in the areas where the side stone is installed, shift snow digging from roadsides to embankment slopes, snow removal during chloride treatment, shifting and sweeping sediment platforms for vehicles, snow moving and sweeping, access roads to road infrastructure facilities are scattered with Unimog-1250 type plow-brush equipment; Snow is transferred from trays to embankment slopes, snow is loaded onto dump trucks in places where it cannot be transferred to embankment slopes, by using the R-400 Roller milling and rotary snow blower, and snow is moved and swept at the landing sites of bus stops and when cleaning entrances infrastructure objects are produced by paving machines of the Multikar-26 type, while the chlorides are treated with links from at least two cars in a link along the entire width of the carriageway in one passage of cars, with full processing A road section assigned to a link is made at a one-time loading of the body with chlorides without stopping work and a trip to the chloride storage base for refueling, snow is removed from the roadway by a column of wide-snow plows along the entire width of the carriageway in one pass of cars, while a full range of snow removal works the carriageway, including cleaning the separation walls, processing the left trays, the formation of snow shafts, shifting and throwing snow in the right trays, is carried out with minimal inter If traffic is snowy during the daytime and in conditions of maximum traffic intensity, only two technological operations are carried out - road treatment with chlorides and snow removal from the carriageway with wide-spread snow blowers, and inaccessible and difficult to access mechanisms of places, including at stops, slop pads, when cleaning road signs, perform manual cleaning, including using small-scale mechanization; summer cleaning roads is accomplished by washing asphalt pavement roadway, which is produced during the night shift in the period from 23 hours to 7 a.m. with an interruption of 2 to 3 hours, water consumption during washing carriageway 1 l / m ^2, when washing trays - 2 l / m ² , in addition, at least twice a day they sweep and at least once a day clean containers and bins from garbage, which is mainly done in the daytime, while washing the carriageway, including slop pads , the congresses are produced by water-washing machines of the type KO-713, swept trays and cleaning access roads to road infrastructure objects - with KUM-5551 type sweepers, cleaning dividing walls, including with curved side elements, washing of road signs and signs, cleaning and washing of barrier fences - with sweeping machines like "Unimog-1450", cleaning of landing sites at stops, including washing and sweeping, as well as cleaning of entrances to road infrastructure and mowing and cleaning of grass cut in the right-of-way - with a Multicar-26 pavement harvester with sweeping equipment and a device for mowing grass in horizontal areas, mowing and harvesting grass mounds sloping on the slopes - with a Unimog-1250 type sweeping machine with mowing equipment for grass and shrubs on the slopes, and removing waste from containers and ballot boxes teams of two people produce garbage trucks of the MKZ-10 type.