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Sp 34 13330.2012 motor roads. terms and values

Before the directions of the electronic communication in the Ministry of Economy of Russia, be weasel, familiarize yourself with the lower rules of the robotics of this interactive service.

1. Prior to the examination, electronic information in the sphere of competence of the Ministry of Education and Science of Russia is accepted, stored in a given form.

2. In the electronic beast, you can take revenge on the claim, skarga, the proposition or the power supply.

3. Electronic warfare, direct through the official Internet portal of the Ministry of the Russian Federation, look up to see the robot through the brutalities of the hunters. The Ministry of the Ministry of Education will take care of the active, all-purpose and timeless gaze of the animal. Looking at the electronic parts of the screen will be free of charge.

4. Subject to the Federal Law dated 02.05.2006 r N 59-FZ "On the procedure for viewing the animals of the Russian Federation's hunters", the electronic warfare is rebuilt over a span of three days and is sent to the leaves of the world in the structure of the structure. The beast is watched for 30 days from the day of restoration. E-zvernennya scho mіstit power, virіshennya yakih not go to kompetentsії Mіnbudu Russie, nadsilaєtsya protyagom seven dnіv of the day reєstratsії to vіdpovіdnogo body abo vіdpovіdnіy posadovіy osobі to kompetentsії yakih nalezhit virіshennya torn down in zvernennyah power, of povіdomlennyam about tse The Citizen, yaky sending zvernennya ...

5. Do not look electronically when:
- on the day of the applicant's name and name;
- nadannya unreliable or unreliable postal address;
- obscurity in the text of obscene or obscene virazs;
- the manifestation in the text, pollute the life, the health of the landowner, as well as the members of the family;
- when typing in the text of a non-circular layout of the keyboard or only heading letters;
- visibility in the text of rose-colored signs, the manifestation of non-noisy quickly;
- explicitness in the text of food, for which the applicant was already given a letter about the day at the link with the previously straightened animals.

6. Suggest to the applicant that the animal should be sent to the mailing address indicated when the form was saved.

7. When looking at the beast, it is not allowed to talk about the houses, to take revenge in the beasts, as well as to see the private life of the big man, without that thing. Information about the personal data of applicants is secured and processed according to the provisions of the Russian legislation on personal data.

8. Signs, scho were sent through the site, to be published and presented to the Ministry for information. The most popular power supplies are periodically published in packages "for residents" and "for fahivts"

SP 34.13330.2012

ZBIRKA RULES

AUTOMOBILE ROADS

Automobile roads

Date of introduction 2013 -07-01

1 Sucking area

The reference star of the rules will establish the norms of the design for Novosporudzhuvan,

Reconstruction and capital repairs of automobile roads of the outlying corridor and secondary automobile roads.

Vimog tsiogo zvod of rules not to expand on timchasovі roads,

viprobovalny roads of industrial enterprises and winter roads.

2.1 The set of rules is based on the following regulatory documents:

SP 14.13330.2011 SNiP II-7-81 * Budivnistvo in seismic regions SP 35.13330.2011 SNiP 2.05.03-84 * Bridges and pipes

SP 39.13330.2012 SNiP 2.06.05-84 * Rowing from soil materials SP 42.13330.2011 SNiP 2.07.01-89 * Mistobuduvannya. Planning and forgetting

Misky and Silsky settlements "SP 52.13330-2011" SNiP 23-05-95 * Nature and piece illumination "

SP 104.13330-2011 "SNiP 2.06.15-85 Engineering control of the territory of flooding and flooding"

SP 116.13330.2012 SNiP 02/22/2003 Engineering survey of the territory, budget and construction of unsafe geological processes. Basic provisions "

SP 122.13330.2012 SNiP 32-04-97 Railway tunnels SP 131.13330.2012 SNiP 23-01-99 Budivelna klimatologiya GOST 17.5.1.03-86 Nature protection. Earth. Classification of openings

so that we can make up for biological land reclamation

seeing the official

SP 34.13330.2012

GOST 3344-83 Rubble and slag mix for road construction.

Technical mind

GOST 7392-85 Crushed stone from natural stone for the ballast ball of the greenery. Technical mind

GOST 7473-94 Sumy concrete. Technical reasons GOST 8267-93 Scraping and graveling from solid rocky rocks for awake robots.

Technical ideas GOST 8269.0-97 Shrove and gravel from shielding girly rocks and outcrops

promislovogo virobnitstva for alarm robots. Method of physical and mechanical viprobuvan

GOST 8736-93 Pisok for alarm robots. Technical support GOST 9128-97 Sumy asphalt concrete roads, aerodrome and asphalt concrete.

Technical specifications GOST 10060.0-95 Concrete. Methods for measuring frost resistance. zagalny

provisions of GOST 10060.1-95 Concrete. Basic method of measuring frost resistance

GOST 10060.2-95 Concrete. Accelerated methods of determining frost resistance in case of bagatoraz frozen and reduced

GOST 10180-90 Concrete. Methods for evaluating performance according to control samples GOST 18105-86 Betony. Rules for the control of food GOST 22733-2002 Soils. The method of laboratory measurement of the maximum concentration

GOST 23558-94 Sumy crushed stone-gravel-crumbling and soil, crushed with inorganic viscous materials, for road and aerodrome construction.

Technical support GOST 24451-80 Road tunnels. Dimensions close to week i

possession of GOST 25100 -95 Primers. Classification

GOST 25192-82 Concrete. Classification and out-of-the-box technical equipment GOST 25458-82 Support wood road signs. Technical support GOST 25459-82 Support for concrete road signs. Technical mind

GOST 25607-2009 Sumy crushed stone-gravel-food for pokritiv and bases of automobile roads and aerodromes. Technical mind

GOST 26633-91 Important concrete and other grains. Technical support GOST 26804-86 Fencing for road metal bar type.

Technical mind

SP 34.13330.2012

GOST 27006-86 Concrete. Rules for the selection of a warehouse GOST 27751-88 Requirement of building structures and bases. Main

location for rozrahunkom GOST 30412-96 Roads of automobile and aerodrome. methods vimiryuvan

irregularities of the bases and pokritiv GOST 30413-96 Automobile roads. Method of value assignment

car wheel fixing with road coverage GOST 30491-97

viscous, for road and aerodrome business. Technical specifications GOST 31015-2002 Sumy asphalt concrete and crushed asphalt concrete

mastic. Technical support GOST R 50970-96 Technical support for organizing road traffic.

Signal road stoppers. Headquarters technical vimogs. Rules for storing GOST R 50971-96 Technic for organizing road traffic.

Road reflectors. Headquarters technical vimogs. Rules for storing GOST R 51256-99 Technical for organizing road traffic.

Road development. Type and main parameters. Headquarters technical standards GOST 52056-2003 in polymeric-bituminous roads based on

blockcopolymer of styrene-butadin-styrene type. Technical considerations GOST R 52289-2004 Technical considerations for organizing road traffic.

Rules for the registration of road signs, design, lighting, road garden and direct annexes

GOST R 52290-2004 Technical aspects for organizing road traffic. Road signs. General technical vimogi

GOST R 52575-2006 Roads for motor vehicles. Materials for road design. Technical vimogi

GOST R 52576-2006 Roads for motor vehicles. Materials for road design. viprobuvan methods

GOST R 52606-2006 Technical assistance for organizing road traffic.

Classification of road gardens GOST R 52607-2006 Technical assistance in organizing road traffic.

Ogorodzhennya road utensils for cars. General technical vimogi

GOST R 53225-2008 Geotextile Materials. terms and values

SP 34.13330.2012

SanPiN 2.2.1 / 2.1.1.1200-03 Sanitary-sanitary zones and sanitary classification of enterprises, construction of other facilities

SanPiN 2.1.6.1032-01 Hygienic vimogi before the atmospheric deterioration of the population of the city

SanPiN 2.1.7.1287-03 Sanitary-Epidemiological Vimogi to Quality

SanPiN 2.2.3.1384-03 Giginichni vimogi before organizing an alarm vyrobniztva and alarm robots

СН 2.2.4 / 2.1.8.562-96 Noise at work, near living quarters, huge alarm bells and forgetting about life.

Primіtka - When koristuvannі spravzhnіm sklepіnnyam rules dotsіlno perevіriti dіyu posilalnih standartіv i klasifіkatorіv in іnformatsіynіy sistemі zagalnogo koristuvannya - on ofіtsіynomu saytі natsіonalnih organіv Rosіyskoї Federatsії on standartizatsії in MEREZHI Іnternі abo on schorіchno vidavanomu іnformatsіynomu pokazhchiku "Natsіonalnі standards", yaky opublіkovany pitched 1 sіchnya stream Rock, and for the latest news, there are informational indicators, published in streaming. As a control document of replacements (changes), then in case of corrections to the reference crypts, the rules should be replaced (change) by a document. As the control document of the checkout without change, then the position, in which the power is given to the new one, will be stuck in the part, which doesn’t get the power.

3 terms and values

V the current laws of the rules of the victorian onset terms with the following values:

3.1 motorway: An automobile road, designated only for a large automobile road, as well as for large parts of the road in both directions, but also cross-retracts on other transport routes in different directions: from long-distance roads to land.

3.2 passenger car, guidance: Equivalent to a passenger car rozrakhunkov is one, for the additional reason that it can take all the types of transport vehicles on the road, due to the deterioration of the dynamic authorities and the rosters, with the help of the averaging of the characteristics for the rosters.

3.3 the road is automobile(For the purposes of this document): Engineering sporud, designated for the destruction of automobiles and other transport vehicles; maє: earthen cloth, road odyag, I go to a part, uzbichchya, piece and line

і covering the road.

3.4 shvidkisna road: The road is for a shvidk_snogo ruch, which grows wide and swarms, as a rule, in one pry.

3.5 road of a hem: Sukupn_st of all huge roads on a pedestrian territory.

3.6 roadways of industrial enterprises:Automobile roads,

z'adnyuyut tsі enterprises on the roads of the zalny koristuvannya, with іnshih enterprises, zal_znichny stations, ports, to get paid for the passage of motor vehicles, it is allowed for the brutalization on the roads of the zagalny koristuvannya.

3.7 road maintenance: A complex of many types of robots, which are displayed during the operation of automobile roads, bridge and other engineering structures and road lines.

SP 34.13330.2012

3.8 reconstruction of the road: A complex of awakening robots on the fast road with the addition of transport and exploitation indicators with the relocation of the road in a whole, for example, some of the roads are near the top of the category. Including: straightening out the roads, fixing the late tricks, adjusting the bypasses in the settlements, expanding the roadbed and the commercial part, improving the construction of the road bed, expanding or replacing the bridges and backs The technology of robustness is similar to the technology of the road construction.

3.9 transport on the hem: The number of transport routes on the territory

3.10 prices: Growing, draining and melting of soil, occupied by rich fruit crops and vineyards,

a also dilyanka with a high natural efficiency of soils and land prior to them.

3.11 biclotoid: Curve, which can be stored in two equally straightened boxes with the same parameters without the inclusion of a circular curvature, in the point of closing some offenses may be the same radius and I will be exact.

3.12 visibility when overtaking: The visibility, as it is necessary for water, is not necessary to prevent the obstruction of the transport system, which does not collapse with any smart transport means that it collapses with the rosary traffic and does not snort your life.

3.13 road category (design): The criterion that characterizes the value of the road in the backbone transport area of the land and the beginning of the intensive traffic in them. According to the category, all technical parameters of the road are recognized.

3.14 clothed: Curve, curvature of which growth is wrapped in proportion to the amount of growth

3.15 the normal drainage of car tires from the surface of the carriage part:Heat on a clean, dry surface, so there is little latency at a speed of 60 km / year for a dry mill 0.6, and for a hairy mill - according to tables 45 - in the summer at 20 ° C in the middle of the day , the meteorological visibility range is more than 500 m, in the weather in the morning and in the atmospheric vice of 0.1013 MPa.

3.16 norms for the design of geometric parameters:The main minimum and maximum standards, which can be stagnant when designing roads: development of high visibility and anti-aging, radii, late and lateral gaps, drooping and shifted curves, visibility range, etc.

3.17 zupinochnu smuga: Smuga, roztashovana ordered with a part of the regional ukrіplyuvalnoy smuga and is intended for the distribution of cars from the developed one, or interrupt the ruff.

3.18 on a turn: A dilenka on a curve with a step-by-step smooth transition from a double-cut transverse to the profile to a single-cut one in the middle of a crooked cut to the design cut.

3.19 smog to ruhu: Smuga of a part, the width of which is the maximum allowable width for the passage of a transport vehicle, including gaps without beads.

3.20 swamp to the main road: Dodatkova swamp of the main road, which is intended to serve for lodging of automobiles entering the main stream of traffic along the main stream.

3.21 smuga galmuvannya: Dodatkova smuga roll on the main road, so as to serve so that you can go from the main stream of cars to reduce the speed, not overshoot the main traffic.

SP 34.13330.2012

3.22 principle of healthy management of waters:Victory of methods of landscape design and elements of oblastuvannya for organizing the waters every hour on the road.

3.23 rosrakhunkova shvidk_st: Most of the time (behind the minds of the stiffness and safety) is the quickness of the ruin of a single car with normal minds, and the deterioration of the tires of cars from the surface of the useful part, such as on the most unpleasant admissible road paths on the borderline

3.24 route: Laying the road between the specified points according to the optimal exploitation, economic, technological, economic, topographic and natural conditions.

3.25 important things for the world of music: Dilyanki of passes through girski ridges and dilyanki of girski gorges from folding, heavily porous or unstable grapples.

3.26 important details of the reconciliation of the motsevost:Relief, breakthroughs are often flanked by glide valleys, with the difference of valleys and water flows up to 50 m to the distance of no more than 0.5 km, with long glib ravines and yarns, with unstable cracks.

3.27 ugly turn: A one-sided transverse ugl of the projected part on a curve, larger in size, less transverse uchil on a straight length.

3.28 width of the ground bed: Vіdstan mіzh by the edges of the road bed.

3.29 peretin in one pivn: The view of the university is expensive, with all the conciliation and all the specks of the resulting roads in the same area.

3.30 peretin in rіzni rіvnya: The view of the university is expensive, for which the roads are built in two or even decimals.

3.31 concatenation: A kind of overflow in one level, as a minimum, three times in a row.

3.32 university of automobile roads: Engineering sporud, how to serve for the production of two or more decilkoh dorig.

earthen cloth

3.33 Armor: Strengthening of road structures and materials with the addition of improving their mechanical characteristics.

3.34 reinforcing geosynthetic material:Rolled geosynthetic material (woven geotextile, geo-mesh, flat geogrid and composition) with a maximum extension when stretched not less than 30 kN / m and not more than 20% increase in size; plan not more than 40 cm.

3.35 reinforcing soil: Reinforcing soil, opening a constructive and technological connection of soil balls and reinforcing bars near metal, plastic smogs, propping out geosynthetic materials horizontally, building vitrifying materials.

3.36 geocompositions: Two-, three-roll geosynthetic materials, vicinities of geo-textiles, geo-networks, flat geo-grids, geomembranes and geomats.

3.37 geomati: A highly porous one-component roll geosynthetic material;

3.38 geomembrane: Rolled waterproof geosynthetic material.

3.39 geosheath: An array of rolled geosynthetic material for filling with soil or other alarm materials.

SP 34.13330.2012

3.40 geoplite: Bagatosharova rigid road slab based on composite material from mineral (slope, basalt, etc.)

3.41 geogrid volume(Geosynthetic material, geogrid of space, geocells): geosynthetic virib, which can be displayed at the sight of a nasty compact module with polydimensional or geotextile stitches, which are placed in the check order, in addition to the simple design

3.42 geogrid is flat: Rolled geosynthetic material of a porous structure with rigid nodal points and nodular middles with a size of not less than 2.5 mm, obsessions:

Extrusion method (extrusion geogrid); - by the method of extrusion of the sucyl cloth (geomembranium) from the given yogo

perforated and twisted in one or two mutually perpendicular strands (pulled geogrid);

Zvaryuvannyam polydimensional lines (geogrid is zvarna).

3.43 geosynthetic: Rolled geosynthetic material in the view of dull canvases, retracted by the methods of textile industry from fibers (filaments, threads, stitches) with the approval of average sizes larger than 2.5 mm.

3.44 geosynthetic materials(GM, geomaterials, geosynthetics): A class of piece of educational materials,

synthetic syruvini and stasis in the course of development of roads, aerodromes and other geotechnical facilities.

3.45 roll geosynthetic material:Double-sided material in the viglyadi of a nasty canvas, which can be used as the head rank or in a synthetic syruin, is important for a robot in a soil environment.

3.46 geotextile: Rolled geosynthetic material in the view of dull canvases, retracted by the methods of textile industry from fibers (filaments, threads, stitches) with the approval of pir (intermediate) sizes less than 2.5 mm.

3.47 geotextile nonwovens: Rolled geosynthetic material, which is stored from chaotically disassembled filaments (fibers) in the area of the canvas, which are either mechanically (barely punched) or thermally.

3.48 geotextile weaving: Rolled geosynthetic material, which can be stored from two intertwined fiber systems (threads, lines), which can be laid out perpendicularly and perpendicularly to create pores (mid-lengths) with a size less than 2.5 mm. Miscellaneous threading (vuzli) can be made stronger behind the additional third fiber system.

3.49 hydroisolation: Zapobigannya or interchange of change of origin.

3.50 drainage: Recovery and transfer of litter, ground water and other deposits in the area of the material.

3.51 zahist: A zahist of the surface of all young people.

3.52 zakist from erosion of the surface: Zapobigannya abo mezhennya displaced to the ground abo some particles on the surface of the object.

3.53 subplots: Capture the mutual penetration of particles of materials in the summery spheres of road constructions.

3.54 filtering: The passing of a line into the structure of the material, or for the one-hour streaming of ground particles and particles subordinate to them.

3.55 heat insulation: Interchange of heat flow between the body and the middle.

3.56 bump: Earthlings of sporuda from bristle soil, in the boundaries of which the entire surface of the subgrade has been roasted to the ground.

3.57 viyimka: Earthlings of sporud, viconan by way of the path of growing natural soil behind a given profile, moreover, the entire surface of the subgrade is roasted below the surface of the earth.

SP 34.13330.2012

3.58 ukis: Bichna has stolen the surface, so the earthlings are surrounded by pieces.

3.59 berm: Vuzka, horizontal, or a swarth slightly stole it, so he should vashtovu to interrupt the mowing.

3.60 water supply for road: Sukupnіst usіkh outbuildings, as to bring water out of the subgrade and road bed and prevent overwhelming of the subgrade.

3.61 surface water drive: Attachments, designations for entering water from the surface of the road; drainage attachments, which serve for water supply from the surface of the roadbed.

3.62 ditch bichna roadside: A ditch to pass through the road bed for the intake and outflow of surface waters, with the transverse overriding of the trough, tricot or trapezoidal profile.

3.63 ditch nagirna: A ditch, roztashovana from the raised side of the road for crossing the road along the road and from the leads from the road.

3.64 earthen cloth: Geotechnical design, which can be seen at the sight of the road and the quality of the gravel road

3.65 robot ball subgrade(Free-standing soil): The upper part of the canvas in the fringes from the bottom of the road bed to the level, about 2/3 of the surface of the freezing structure, not less than 1.5 m, rakhuyuchi from the surface of the roof.

3.66 frosty ball: An early ball is the basis of road traffic from non-diminishing materials, which will be spontaneously protected with the latest versions of the materials supplied and protected by the design of the unacceptable deformations of frosty weather.

3.67 height of the roadbed: Go vertically from the natural level of the earth to the bottom of the road bed, as it starts along the axis of the roadbed.

3.68 mowing height: Move vertically from the top of the mow to the bottom

3.69 basipu basis: having a lot of soil in the sinks of natural zalagannya, it’s possible to grow lower than a ball of gravity.

3.70 at the newsletter: Massiv to the ground below the interface of the robot ball.

3.71 soil deterioration factor: Determination of the actual strength of dry soil in the design to the maximum strength of the same dry soil, which is used in the laboratory when viprobvanny by the method of standard impairment.

3.72 water-thermal regime of the subgrade: The law of change by stretching the rock in the environment and temperature of the upper balls in the soil of the subgrade, the authority of theroad-climaticzones and multitudes of hydrogeological minds, as well as the system of entry, direct to the regulation water-thermal a mode that allows you to change the logistic value and the amount of frost damage of the working ball of the roadbed.

3.73 ground water: Ground water, which is located in the first out of the surface ball

3.74 stable balls nasip: Balls, which are equipped with hoists and dry soil, the steps of the ground, which in the aggregate are determined by the rules.

3.75 unstable balls nasip: Balls from frozen and over-wetted soils, as in the embankment there may be steps of damaging, as it does not appear to the people of the current plant of the rules, because of whom, when it is possible to take a trivial date, the date is too late.

3.76 swamp type I: Filled with bog soils, the number of those near the natural camp will ensure the possibility of building up to a height of up to 3 m without causing the process of lateral bogging of soft soil.

SP 34.13330.2012

3.77 swamp type II: I would like to place one ball in the boundaries of the bog, which can be seen when the intensity of the embankment is up to 3 m high, but it is not seen when the intensity of the embankment is reduced.

3.78 swamp type III: I would like to place one ball in the boundaries of the bog, which, when the embankment is raised up to 3 m in height, can be seen directly due to the intensity of the embankment.

Road odyag

3.79 road odyag: Bagatosharova construction in the boundaries of the prozhnoy part of the motor road, as a sprymak navantazhennya from the road transport and transfer to the ground. The road is classified according to the types of traffic in the capital.

3.80 road odyag zhorstka: Road bedding from cement concrete monolithic pavements, three zibrny pokritty from gale-concrete or reinforced concrete slabs with a base from cement-concrete or gilded concrete.

3.81 road odyag capital: Dorozhniy Odyag, who Volodya is the most high-ranking student, who will be informed by the minds of Russia and the terms of exploitation of the roads of the highest categories.

3.82 road ogyag non-rigid: Dorozhniy odyag, as you can't take revenge in your warehouse constructive spheres from monolithic cement concrete, zbіrny zalizobeton or reinforced concrete.

3.83 road classifications- podil road clothes for the types of travel from їх capital, which characterizes the performance of road clothes.

3.84 according to the road seal: Nesucha mіtsna part of the road odyagu,

I will save spilo with pokrittyam overrun and lowering the vice on the bottom of the bottom dodatkov ball of the base or the soil of the subgrade.

3.85 pkrittya: The upper part of the road cover, which can be stored from one or the same decal for the material of the balls, without the need for the middle of the transport from the number of transport vehicles and to the direct inflow of atmospheric agents. On the surface of the pavement there can be whipped balls of the surface cuttings of a growth characteristic (for the adjustment of shorts, balls, etc.).

3.86 pokrittya road zbirne: Pokrittya, it is possible to store from around the slabs of growth and size, prepared from concrete, reinforced concrete or any other composite material, to be laid on the prepared basis and used in any way.

3.87 years old: Part of the construction of the road bed, roztasovat on the basis of conditions and without sparingly, the stress in the construction and reduction of the size in the ground of the working ball of the subgrade (due to the stiffness of the frost) Slide to develop a nonsense part of the present (not before) and the second addition of the ball.

3.88 additional shari bases: Balls with a non-sticky soil and a stylish soil, which can be transferred to ensure the necessary frost resistance

і draining design, which allows you to reduce the size of the upper balls from expensive materials. Fallow from the function of a supplementary ball will be frosty, heat-insulating, draining. Dodatkovy balls are used for the production of other materials in the natural setting, including those for the storage of geosynthetic materials; from the mussel runt, chipped of the pink form with knitting or stabilizers, as well as from the sums with the addition of porous zapovnyuvachiv.

SP 34.13330.2012

3.89 road construction: The complex, which includes a road bed and an earthen bed with drainage, water-doubled, as well as dampening and ukryplyuvalny constructive elements.

3.90 Outside of the installation from the most installed axle of a two-axle vehicle, before the installation of the same vehicle with the smaller axle installation, to set the rules for road alternatives when setting the capitalization and visibility of the road

3.91 The maximum amount of support for the greatest amount of support for dual cars, or for guidance for large vehicles, a part of those in warehouses and the intensity of the load in order to deteriorate the prospect of changing the line to the end of the 5% When the capital is set, the road cannot be rooted on the rozrahunkov axle, but less than the normative one.

3.92 Pitons are installed on the square, like a bump of a rosette tire of a two-axle car, which is characterized by the size of a vise in pneumatic tires and a stake diameter, which is equal to the size of a rosette wheel, and without middle rocking.

4 Headquarters

4.1 The economy of automobile roads is guilty of working on the basis of plans for the territorial planning of transport in order to improve the prospects for the development of economic regions and the most effective energy of the construction of the road with a simple road

і projected transport mesh.

4.2 Automobile roads are guilty of safety: safe and efficient operation of motor vehicles and other transport means due to the quality, customization and dimensions, established by a number of rules, as well as servicing maintenance of road traffic in such vehicles. smoothly and without baking, mixing that overcrossing; the need for car roads, including those with road spores, the availability of viral objects for the repair and cleaning of roads.

4.3 Automobile roads in desertedness from the minds of passage and access to them by transport means are connected to motorways, highways and highways.

The control of automobile roads in the amount of debris as a result of rorachunks' intensity is shown in Table 4.1.

Table 4.1

			Rozrakhunkova Rukha intensity,
			hover one. / add

(Avtomagistral)

(Shvidkisna road)
special roads

			"2000 to 6000

Notes 1 In case of stasis of the same vimog for roads IА, IB, IV categories in the whole set of rules for stinking up to category 1.

Star of rules SP-34.13330.2012

"AUTOMOBILE ROADS"

Updated revision of SNiP 2.05.02-85 *

In change:

Automobile roads

Peredmova

The order and principle of standardization in the Russian Federation was established by the Federal Law from 27th breast of 2002 N 184-FZ "About technical regulation", and the rules of distribution - by decree of the Uryad of the Russian Federation from 19 leaf fall 2008 r N 858

Entry

Reference stars of the rules are summarized in accordance with the provisions of federal laws from the 27th breast of 2002 N 184-FZ "About technical regulation", from the 22nd issue of 2008 r N 123-FZ "Technical regulations on the protection of fire safety", issue 38 30-FZ 2009 "Technical regulations on safety and security", dated 8 leaf fall 2007 r N 257-ФЗ "on automobile roads and on road performance in the Russian Federation and on the introduction of amendments to the amendments to the legislative acts of the Russian Federation" decisions N 767 "On the Classification of Automobile Roads in the Russian Federation".

Actualization of the viconan by the author's team: ZAT "SoyuzdorNII" (Candidate of Technical Sciences V.M. Yumashev, Doctor of Technical Sciences, Prof. V.D. I.V. Leitland, E.S. Pshenichnikova, V.A.Zelmanovich, M.L. Popov, Y.A. S. V. Ekkel, A. I. Korshunov, A. A. Matrosov, engineer F. V. Panfilov, candidate of technical sciences L. M. Gokhman, R. A. Kogan, candidate of chemical sciences N. Z. Kostova, іnzh. O.B. Gopin, candidate of technical sciences A.A. Pakhomov, engineer A.M.Shpak, I.V. Basurmanova).

With the actualization of the norms of vikoristani propositions of dr. Techn. Sciences Є.M. Lobanova, P.I. Pospulova, V.V. Filippova, G.V. Velichko.

Zmіna N 1 was prepared by ZAT "PROMTRANSNDIPROEKT" spіlly with the author's team of FAU "RosdorNII" (Dr. O. A. Krasikov, Dr. A.A. Merzlikin, Candidate of Technical Sciences A.A. Domnitsky, Candidate of Technical Sciences I.F. Khudozhnik, Candidate of Technical Sciences B.B. P. Fomin, Candidate of Technical Sciences L.A. Gorelisheva, Candidate of Technical Sciences N.A. Lushnikov, Candidate of Technical Sciences P.A. Lushnikov, Candidate of Technical Sciences R.A. technical sciences N.B. Sakuta, іnzh. R.K. Borodin, іnzh. A.V. Bobkov, іnzh. A.I. Bosov, іnzh. A.S. Kozin, іnzh. A.B. V.N. Garmanov, іnzh. Zh.S. Sakhno).

1 Sucking area

The fair star of the rules will establish the norms of the design for the future, reconstruct and overhaul the motor roads of the outlying corridor and secondary motor roads.

The general rule of law is not to expand on timchasov roads, viprobovalny roads of industrial enterprises and winter roads.

2 Normative performance

At the end of the day, the law enforcement agency has the following documents:

GOST 17.5.1.03-86 Nature protection. Earth. Classification of open and viable breeds for biological reclamation of lands

GOST 3344-83 Rubble and slag mix for road construction. Technical mind

GOST 7473-2010 Sumy concrete. Technical mind

GOST 8267-93 Solid and gravel from solid rock for awake robots. Technical mind

GOST 8736-2014 Pisok for alarm robots. Technical mind

GOST 9128-2013 Sumy asphalt concrete, polymer asphalt concrete, asphalt concrete, polymer asphalt concrete for automobile roads and aerodromes. Technical mind

GOST 10060-2012 Concrete. Methods for determining frost resistance

GOST 10180-2012 Concrete. Methods for evaluating the values according to control studies

GOST 18105-2010 Concrete. Rules for control and assessment of performance

GOST 22733-2016 Soils. The method of laboratory measurement of the maximum concentration

GOST 23558-94 Sumy crushed stone-gravel-crumbling and soil, crushed with inorganic viscous materials, for road and aerodrome construction. Technical mind

GOST 24451-80 Road tunnels. Dimensions close to week

GOST 25100-2011 Soils. Classification

GOST 25192-2012 Concrete. Classification and out-of-the-box technical vimogi

GOST 25458-82 Support wood road signs. Technical mind

GOST 25459-82 Support for concrete road signs. Technical mind

GOST 25607-2009 Sumy crushed stone-gravel-scraps for paving and bases of automobile roads and aerodroms. Technical mind

GOST 26633-2015 Important concrete and other grains. Technical mind

GOST 27006-86 Concrete. Rules for picking a warehouse

GOST 27751-2014 Requirement of alarm structures and foundations. Basic provisions

GOST 30413-96 Automobile roads. The method of calculating the performance of the car wheel from the road surfaces

GOST 30491-2012 Sumy organic soils, reinforced with organic binders, for road and aerodrome construction. Technical mind

GOST 31015-2002 Sumіshі asphalt concrete and asphalt concrete crushed stone-mastic. Technical mind

GOST 33063-2014 Roads for motor vehicles. Classification of types of materials and grounds

GOST R 51256-2011 Technical support for road traffic management. Road development. Classification. Technical vimogi

GOST R 52056-2003 in viscous polymeric-bituminous roads based on block-copolymers of the styrene-butadin-styrene type. Technical mind

GOST R 52289-2004 Technical aspects for organizing road traffic. Rules for the registration of road signs, design, lighting, road garden and direct annexes

GOST R 52290-2004 Technical aspects for organizing road traffic. Road signs. General technical vimogi

GOST R 52398-2005 Classification of automobile roads. Basic parameters and vimogi

GOST R 52399-2005 Geometric elements of automobile roads

GOST R 55028-2012 Roads for motor vehicles. Geosynthetic materials for road building. Classification, terms and values

GOST R 55030-2012 Roads for motor vehicles. Geosynthetic materials for road building. Method of value value during stretching

GOST R 55031-2012 Roads for motor vehicles. Geosynthetic materials for road building. Method of vizennaya stikosti to ultraviolet viprominuvannya

GOST R 55032-2012 Roads for motor vehicles. Geosynthetic materials for road building. Method of vizneniya stikosti before bagatorazovannya and vidtavannya

GOST R 55035-2012 Roads for motor vehicles. Geosynthetic materials for road building. Method of value of stiffness to aggressive middle

GOST R 56339-2015 Roads for motor vehicles. Geosynthetic materials for road building. The method of viscousness value when stretching and rocking when increasing

GOST R 56925-2016 Roads of automobile and aerodrome. Method for detecting the irregularities of the basics and pokritiv

SP 14.13330.2014 "SNiP II-7-81 * Budivnistvo in seismic regions"

SP 35.13330.2011 "SNiP 2.05.03-84 * Bridges and pipes"

SP 39.13330.2012 "SNiP 2.06.05-84 * Rowing from soil materials"

SP 42.13330.2011 "SNiP 2.07.01-89 * Mistobuduvannya. Planning and forgetting of towns and villages"

SP 78.13330.2011 SNiP 3.06.03-85 Automobile roads

SP 104.13330.2011 "SNiP 2.06.15-85 Engineering control of the territory of flooding and flooding"

SP 116.13330.2012 "SNiP 22-02-2003 Engineering survey of the territory, budget and construction of unsafe geological processes. Basic provisions"

SP 122.13330.2012 "SNiP 32-04-97 Railway tunnels"

SP 131.13330.2012 "SNiP 23-01-99 * Budivelna klimatologiya"

SanPiN 2.2.3.1384-03 Giginichni vimogi before organizing an alarm vyrobniztva and alarm robots

Primіtka - When koristuvannі spravzhnіm sklepіnnyam rules dotsіlno perevіriti dіyu posilalnih dokumentіv in іnformatsіynіy sistemі zagalnogo koristuvannya - on ofіtsіynomu saytі federal authority vikonavchoї Vladi at sferі standartizatsії in MEREZHI Іnternet abo on schorіchnomu іnformatsіynomu pokazhchiku "Natsіonalnі standards," yaky opublіkovany pitched 1 sіchnya stream rock, і for the release of the іthі thousandth informational indicator "National Standards" for the streaming rіk. If the control document is overridden, if it is given an undated approval, then it is recommended to vikoristovuvat the same version of the document from all the versions of the changes introduced into this given version. If the control document has been replaced, if the date has been given, then it is recommended that the version of the document be filed, meaning that it is hardened (accepted). As soon as the rules were hardened in the control document, for which the date was given, the change was made, the position was given, on the yak it was given the power, then it should be recommended that the given snake be secured without giving up the given snake. As the control document of the checkout without change, then the position, in which the power is given to the new one, is recommended to be secured in the part, which doesn’t get the job done. Information about the crypt of the rules was revised up to the Federal Information Fund of Standards.

3 Terms and conditions

At the same time, the rules for stagnating the onset of terms with specific values:

3.1 motorway: An automobile road, which is not designated for servicing adjacent territories and for all its length, a number of other parts and the central production of smog and does not overturn on one road such roads; access to all kinds of tilki through the overflow in the small ponds; on the other parts or on the other parts of such a fence of a zupinka and parking lots for transport vehicles; possessed by special vehicles for parking of transport vehicles.

3.2 passenger car, hovering: Equivalent to a passenger car rozrakhunkov is one, for the rest of it, all types of transport vehicles on the road .).

3.2a acoustic screen: Sound-insulating transition, installed on the road to increase the noise from the motor transport until it gets into the noise of the object.

3.3 road: A set of constructive elements, which are intended for the collapse of the goods, the size and dimensions of the vehicles and those of the terrestrial transport vehicles, so that it is possible to transport passengers and for vantage, land, and also need for

3.3a motor roads with low traffic intensiveness: Automobile roads with medium traffic intensive traffic no more than 400 vehicles. / Dobu, signs for securing the collapse of transport means to the closest motor roads to the nearest road, as well as to the final point of the trip.

3.5 visibility when overtaking: Minimum visibility to a bright car, so that it collapses behind a roaring speed, which is necessary for a safe overtaking maneuver.

3.6 Visibility of a smart car: Minimum visibility to a smart car, so that it collapses with a rosy speed, so that you can safely overtake a smart car in the dark.

3.7 shvidkіsna road: A road for a shvidkіsny rukh, access to a yakuyu mossy only through transport connections or regulated crossroads, on the other part of the road, or in other parts of such fences, there are special parking places for transport

3.8 road of a hemline

3.8a better understanding: The health of water assessing and predicting road traffic in the process.

3.8b traffic intensity: The number of transport vehicles that pass through a transverse roadway at one hour.

3.10 category of the road (design): The criterion characterizing the significance of the road in the foreign transport area of the country and the purpose of the intensive turnover in the country. According to the category, all technical parameters of the road are recognized.

3.11 clothed: A curvature in the plan, the curvature of which growth is proportional to the ear.

3.12 Is it normal for car tires to be flushed from the surface of the useful part:

For a dry mill, the theoretical latency rate is 0, 6;

For the burned out mill, the performance is up to Table 8.5.

3.14 in a turn: A change of a transverse ear on a straight line of the next part of the road, Uzbek to a transverse ear on a curve of a stationary radius in the plan and navpaki.

3.15 zupinochnu smuga: the smog has been strengthened, it has been expanded from the previous part to Uzbek and is designated for the promotion of transport services.

3.16 cross-flow in one ryvn: Peretin of automobile roads, on which traffic flows are cross-flow in one rivn.

3.17 cross-flow in the old rivnya: Type of cross-flow in automobile roads, on which transport streams are cross-flow in the lower rivnya, behind the other paths or other piece equipment.

3.18 junction curve: Curve gradually change curvature to ensure a smooth transition between the track slots, so that it can be moved in the plan between straight tracks and curved or curved curves or between two curves of different curvatures.

3.20a transitional swedish smuga: Smuga haul, which can be wiped out to secure the boom (smuga boom) or galvanized (smuga galvanized) transport forces when going from the traffic flow, or go to the transport traffic.

3.20b pishohidna road: spaced out behind the boundaries of the roadbed of the engineered sporud, designated for the movement of the poses by the settlements in the smoothness of the road or the roadside smoothies of the automobile road.

3.22 smog rush: Later, smog of the traffic part of the road, along the way, the collapse of transport vehicles in one row.

3.23 swiftness to the mooring: Transitional swedish swamp, which serves to increase the speed of transport traffic to the speed of traffic flow along the main smoothies for free entry into the new one.

3.24 smuga galmuvannya: Transitionally-shvidkisna smuga, which serves to reduce the speed of transport traffic when driving from the main smog to traffic flow for a further trip to your road.

3.25 conciliation of roads: A short distance from one road to one road is one of the same roads, it’s a road, as there is no way to go straight ahead and go through the same road.

3.26a anti-pluggable screen: The system to shut down the elements, so that it is on the way to broaden the light stream from the headlights of passenger cars, one right down to the stream of automobiles, opposite the road.

3.27 Razrahunkova speed: Naybіlsha (behind the minds of stiffness and safety) The speed to the wreck of a single car with normal wits, wait and wake up of tires of cars on the surface of a usable part, as long as on the most road unpleasant trails

3.28 reconstruction of an automobile road: Sukupnist robits, with a change in the parameters of the automobile road, її dіlyanok, so that the class і (or) the category of motor roads, or the road between the water

3.29 road traffic: A complex of many types of robots, which are displayed during the development of automobile roads, bridge and other engineering equipment and road lines.

3.29a firm coverage: Road coverage in warehouses for roadblocks of capital, lodged and transitional types.

3.30 transport tramline: The number of transport routes on the first territory.

3.31 route: Laying of the route according to natural and climatic factors, topographic-geodetic, geological-hydro-logical, ecological minds to the area of the project

3.33a important transport service: Transport service, which can be equipped with vantage, or without vantage, and (or) installed on the whole, which is permissible for the transport system, and (or) permissible on the basis of vantage, as Ukraine will be installed by the Cabinet.

3.34 prices for agricultural crops and vineyards, as well as for cultivation, drainage and dry land, occupied by rich fruit crops and vineyards, as well as delays with high natural soil conditions before them.

3.36 ugly turn: A one-sided transverse ear of the projected part on a curve, larger in size, lower than a transverse ear on a straight length.

3.37 width of the subgrade: Visible between the edges of the subgrade.

3.37a elements of the area: Make sure that road signs, road fences, lighting fixtures and attachments for regulating the road collapse, misses, points of the road, equipment, roadside control points for road safety pay, parking facilities, parking facilities, equipment, designation for the protection of automobile roads and piece road equipment, sidewalks, designation for safekeeping of road haulage, including equipment without servicing,

earthen cloth

3.38 Armor: Strengthening of road structures and materials with the addition of improving their mechanical characteristics.

3.39 geo-draining: Combinations of geosynthetic material, including a ball (ball) of non-woven geotextile material, including the function of the filter, and the ball, which forms the structure of the geosynthetic material - drainage core (geotextile) drainage of road constructions.

3.60 groundwater: Subterranean water from the first to the surface of the earth of the stationary aquifer, rostatovanny on the first water-impermeable ball.

3.61 drainage: Recovery and transfer of litter, ground water and other deposits in the area of the material.

3.62 zachist: Zachist of the surface ob'єktu of all young people.

3.63 Saving from surface erosions: Zapobigannya or interchange of soil or other particles on the surface of the object.

3.64 earthen bed: A constructive element, a service for the distribution of a road bed, as well as technical assistance for organizing a road bed and a car road.

3.65 ditch bichna roadside: A ditch, where to pass through the roadbed for the collection and outflow of surface waters, with the transverse overriding of the trough, tricut or trapezoidal profile.

3.66 ditch nagirna: A ditch, roztashovana from the tilted side of the road for reloading the trough along the slope of the water and from the ledges of the road.

3.67 soil deterioration rate: A non-intrusive indicator of the ratio of the actual dry soil strength in the design to the maximum strength, as it should be used in the laboratory when it is tested by the standard pressure method.

3.68 frosty ball: An extra ball, which is the basis of a road cover from non-diminishing materials, which will not be provided with a spontaneously high quality provided by the manufacturer and has been designed to protect against unacceptable deformations of frosty weather.

3.70 ukis: Bichna has stolen the surface, so the earthlings are surrounded by pieces.

3.71 before display: Massive soil below the interface of the working ball.

3.72 base of nasipu: mass of soil in the sinks of natural zalagannya, how to grow below the nasipu ball.

3.73 surface water conduit: annexes designated for water conduit from the road surface; drainage attachments, which serve for water supply from the surface of the roadbed.

3.74 working ball of the subgrade (pedestrian soil): The upper part of the subgrade in the boundaries from the bottom of the road bed to the level, 2/3 of the surface of the freezing structure, at least 1.5 m, can be pulled out from the surface of the pavement.

3.75 subplots: Zapobіgannia of the mutual penetration of particles of materials in the summery spheres of road constructions.

3.76 stabilization: A change in the provision of progressively greater efficiency with discrete (effervescent) materials for balls in road structures, including those for geosynthetic materials;

3.78 heat insulation: The exchange of heat flow between the body and the middle.

3.78a change of mowing: Forgetting of mowing style of mowing for rakhunny of fixing of constructions of changing of different types and types for reclaiming of weather and climate factors, water forces and weather

3.79 filtering: The passing of a line into the structure of the material, or for one-hour streaming of ground particles and particles subordinate to them.

Road odyag

3.80 road construction: A structural element of an automobile road, which is suitable for mounting from transport means and transmission on the earth bed.

3.81 road bed: a structural element of an automobile road, which can be used for mounting from transport vehicles and transmissions on the earth bed.

3.82 road bedding: Road bedding with cement-concrete monolithic covers, with concrete coverings from solid concrete or reinforced concrete slabs with a base made of cement concrete or solid concrete.

3.83 road odyag capital: Road odyag, which Volodya is the most high class of people, who will be informed by our heads and the terms of exploitation of the roads of high categories.

3.84 non-rigid road bed: Road bed, as you cannot take constructive balls from monolithic cement concrete, reinforced concrete or reinforced concrete in your warehouse.

3.85 road wear classifications - a subset of road wear for the types of travel from their capital, which characterizes the efficiency of road wear.

3.86 additional ball bases: Balls with a non-sticky base and a stylish soil, which can be transferred to ensure the necessary frost resistance and drainage of design, so that you can reduce the amount of expensive materials. Fallow from the function of a supplementary ball will be frosty, heat-insulating, draining. Dodatkovy balls are used for the production of other materials in the natural setting, including those for the storage of geosynthetic materials; from the mussel runt, chipped of the pink form with knitting or stabilizers, as well as from the sums with the addition of porous zapovnyuvachiv.

3.8

3.88 delivered: A part of the construction of the road bed, roztasovat on the basis of the conditions and without spontaneously overreaching the stress in the construction and reduction of the size in the ground of the working ball of the subgrade (due to the stiffness of the frost) Slide to develop a nonsense part of the present (not before) and the second addition of the ball.

3.89 pіdstavu road dressing: Nesucha mіtsna part of the road bedding, so that I will not spithely from pokrittam overrozpodіl and reduce the grip on the bottom of the dodatkovі ball of the base or the soil of the subgrade.

3.90 traffic cover: The upper part of the road cover, which can be stored in one or more decal balls, without a front spillage from the number of transport vehicles and to the direct inflow of atmospheric officials.

3.91 paving the road: Pokrittya, which can be stored around the edges of the slabs of growing form and size, prepared for concrete, aerated concrete or other composite material, which should be placed on the basis of the preparation in any way.

3.9 When the capital is set, the road cannot be rooted on the rozrahunkov axle, but less than the normative one.

3.93 rosette pits for mounting: Pitoma for mounting, for a rosette tire for a rosette two-axle car, which is characterized by the size of a grip in pneumatic tires and a cola diameter, a large size of a pinch for a ross-free axle wheel

Bezpeka ruhu

3.94 maximum safety performance for a car: The actual maximum safety for a single passenger car, is unbearable on the road beyond the minds of a car, because of the way a car is connected to the road for a skin problem; stand up rozrahunkom.

3.95 smoothness of the road route: The spaciousness of the same parameters in the geometric elements in the plan, late and transverse to the profile of the route, so that the smoothness of the vehicle is guaranteed with the maximum safety of the water flow, the optimal parameters for the improvement of the winter an assessment of the smoothness of the motivation of the line graphs of the road, the graphs of the change of curvature, promising images of the road).

3.96 Design solutions: Design solutions or configuration of design lines in the plan and later profile of the road, as it does not destroy the well-groomed minds of the mind, but it is possible to use more water-based projects without a car.

3.97 level of safety for road traffic: The stage of evidence of the abduction of participants in road traffic from road transport is suitable for their inheritance.

3.98 characteristic road design: road design road, on the contrary of some basic elements, parameters and characteristics become irrelevant.

4 Headquarters

4.1 The design of automobile roads is guilty of working on the basis of the plans for the territorial planning of transport in order to improve the prospects for the development of economic regions and the most effective evil with the construction of a small road with a design transport

4.2 Vimogi and the norms that are necessary for the design of an automobile road, to pass through the settlements, to begin at the stage of pre-design (design) solutions for the delivery of technical and economic equipment.

4.3 Automobile roads in desertedness from the minds of the passage and access to them by transport means are connected to motorways, highways and highways.

Table 4.1

		Rozrakhunkov / Dobu
IА (highway)
(Shvidkisna road)
special roads




Notes 1 In case of stasis of the same vimog for roads IА, IB, IV categories in the whole set of rules for stinking up to category 1.

4.4 In case of a given rosary intensity for the predicted data, the efficiency of the given intensity of transport vehicles to a passenger car should be taken according to Table 4.2.

Table 4.2

Types of transport vehicles		reduction efficiency
Passenger cars and motorcycles, minibuses
Vantage cars vantazhopidyomnistyu, t:
	inclusive




Vantazhopidyomnistyu road trips, t:
	inclusive



Buses from small towns
Those are the middle places
"Great Mistkosti"
Buses member and trolleybuses
Note - Specifications are given for special vehicles, such as for basic vehicles of different types.

4.5 To Rozrakhunkov, the intensity of the decline was taken in total in both directions on the basis of the given economic information. At the same time for rozrakhunkovu, take the average dobovu, the intensity of the collapse for the last period of the promising period was directed to the car.

In vipads, since the mid-thousandth is still more intensive, the first time spent on the river is 5 times higher, the second time is changed on the basis of economical advances, but on the basis of the middle-class road, I will stay for the road.

4.6 The prospective period with the designated categories of roads, choice of elements in the plan, late and transverse profiles will take approximately 20 years. From the road to the industrial enterprises, they are transferred to the rosary term, which is taken by the enterprise, or even if the project requires it, due to the need for transportation, the transportation will take place during the period.

A promising period for the selection of road services will be taken from the services of the interim repair terms.

For a cobbled prospect of a promising period, take the price of an object into operation (aka an independent road section).

4.7 Motor roads outside the corridor are designated for the passage of motor vehicles with dimensions: for more single cars - up to 12 m and road trips - up to 20 m, in width - up to 2, 55 m, in height - up to 4 m for roads of categories I-IV and up to 3, 8 m for roads category V.

4.8 Accept the basic technical solutions of the guilt and change the mind to ensure the growth of productivity of the industry, the economy of the basic building materials and burning and energy resources. Їх obruntovuyut rozrobkoy options, pryvnuyuchi technical and economic indicators: the part of the future, vitrati for repairs and fixing the cost, waste, tied for the new state in the middle of to the road territories and factories. For new paths with the inclusion of existing roads, or for those of them, it is necessary to bring vitrati to the given lands occupied by the existing roads, but not victorious for the ruins, to the camp, which is attached to the victorious state holidays.

4.9 In case of emergence of roads in folding geological engineering heads, if the term of stabilization of the roadbed is often overridden by the established term of performance, it is allowed to transfer the stage of adjustment of the road to a certain level of technology.

4.10 With the design of new car roads of categories I-III, the route will be laid in the by-pass of the settlements. In vipadkakh, since the technical and economic rosrahunks have established the possibility of laying the route of the road of categories II-III through the settlements with the help of a second reconstruction, take the general population from the edge of the roadbed to forget 200 m On the roads of categories I and II, which are projected at less than 50 m from the living area, forget the village.

When designing the reconstruction of roads in the settlements of the category, follow the results of technical and economic development. The norms for the design of road dealerships are taken in the fallowness of the designated category, according to the rules according to SP 42.13330.

4.10a When the project is being designed, it will be possible to reconstruct automobile roads on the way to settlements, with the help of securing the access capacity, based on the results of technical and economic improvement, it is possible to prevent the destruction of the swamps of the reversible organ.

4.11 The number of smogs for the road from the multi-lane part of the road, enter from the guard of the mid-level, the choice of the cross-over and the connection of the roads, the design of the road bed, the elements of the situation, the technical annexes (including the links), the protection of the road Warehouse and equipment for road and motor transport services with a decrease in disposable vitrates take on the stage of development in the world of growing intensity in the case of a change in technical and economical waste. For automobile roads of category I in the city and the revision of the winter it is allowed to transfer the separate routes of the old parts of the industrial sector to the stage development of the great landscapes of the winter

4.12 When designing automobile roads, it is necessary to go in from the protection of the midst of the colony, so as to prevent the smallest destruction of the formed ecological, geological, hydrogeological and natural minds. During the development of visits, it is necessary to ensure that the installation is carried out to the most important rural areas, cultural and historical institutions, cultural and historical institutions and the establishment of sanitary conditions. Rosetting of bridges, constructive and not guilty of building up to a sharp change in the regimes of rychok, and the construction of a roadbed - to a sharp change in the regime of groundwater and runoff of surface waters.

We are able to ensure that they are safe for transport, as well as for road and motor transport services, to determine the basis of the presence of fence (not safe) zones and districts in cases of preparation for the selection of vibrations and materials. Regarding the fence (not safe) zones and districts, they begin for special normative documents, consolidated in the prescribed manner, and for the weather with the authorities of the sovereign observation, ministries and departments, which are known to have meaning.

Transmit the design solutions and go by reducing the inflow of great factors into the debris of motor vehicles (obstruction of atmospheric heat, noise, vibrations) on the population and the environment.

4.13 Providing land for the distribution of automobile roads.

Land houses, submitted for the period of the week of the road, for the production of the standards for the transport and the reserve, the change of the time for the week Organization of wake-up work and sanitary-buttress protection for staff to ensure optimal minds, reduce the risk of health deterioration of working people, as well as the population living in the zone 2.2.

5 Basic technical standards

The number and size of the parameters of the road elements in the fallowness according to the category of guidance in Table 5.1.

Table 5.1 - Parameters of road elements in fallowness of the category

Parameters of road elements
Parameters of road elements
The number of smogs in rohu, pcs.		4 or more in the skin area
Width of smoga rohu, m
Width of Uzbek, m, not less
Width of rosled smuga, m
Peretin with roads	At the rіznih rіvnyakh	At the rіznih rіvnyakh	Allowed in the same level with highways with light-emitting lights, not often after 5 km	In one place	In one place	In one place
Peretin with zaliznitsy	At the rіznih rіvnyakh	At the rіznih rіvnyakh	At the rіznih rіvnyakh	At the rіznih rіvnyakh		In small ravines with overflowing three or more wines
Access to the road from the side of the road in one rivn	Allowed not often less than 10 km		Not often allowed after 5 km	be allowed	be allowed	be allowed

Rozrakhunkovі shvidkostі

5.1 The parameters for the planning, late and transverse profiles, as well as the other parameters, for the purpose of determining the parameters in accordance with Table 5.1a.

Table 5.1a

	Rozrakhunkovі shvidkostі, km / year
	Main	Allowed on important times
	Main	revision

Rozrakhunkovi shvidkosti, established in table 5.1a for important projects of translation and hygiene, it is allowed to accept only in case of technical and economical pruning of specific projects of minds for skin projects.

Rozrakhunkovі shvidkostі on sumyіlіnkih car roads are not guilty of more nіzh by 20%.

When rozrobtsі proektіv rekonstruktsії that kapіtalnogo repair avtomobіlnih dorіg for standards kategorіy IB, IB i II dopuskaєtsya at tehnіko-ekonomіchnomu obgruntuvannі zberіgati Elements plan pozdovzhnogo that cross profіlіv (krіm number Smuga Ruhu) on okremih dіlyankah іsnuyuchih dorіg, Yakscho stink vіdpovіdayut rozrahunkovoї shvidkostі, vstanovlenoї for roads of category III, and for the norms of categories III, IV - for the category below.

For roadways to industrial enterprises according to the norms of categories Ib and II, when 70% of vantage cars are in the warehouse, for example, if the length of the road is less than 5 km, then there are III categories

Advice - If there are visible roads of automobile roads, capital expensive trees and trees, as well as at some crossroads by roads of lands occupied by especially valuable agricultural cultures and gardens, in the boundaries of a populated locality, with technical , set in table 5.1a for important dates of reconciliation.

Rozrakhunkovі navantazhennya

5.2 Rozrakhunkova is guilty of the project. As soon as the staff for the project has not been upgraded for the project, the construction has not been completed, the traffic flow for the period of the end of the interrepair line of the road dressing service should be taken out of the warehouse.

Rozrakhunok on the basis of road coverage of the main smogs is carried out on a bagatorazovy for a short-hour delivery of a rozrakhunkovo car, an uzbichnyh uzbich and a kind of maidanchiks for parking a car - on a one-time triple injected rosrakh.

Falling out of the warehouse in a promising period, equal to the interrepair term of the service of the road bed, like the rozrakhunkovaya navantazhennya can be accepted statically statically nascent for a single rotor vehicle, which is suitable for transporting:

For capital roads - 115 kN;

For lodged and cross-country roads - 100 kN.

The design of road signs following the latest regulatory documents, technical documentation and recommendations for the design of road signs and designations of the interim repair terms of the service. The road is covered with all the smogs of the proznoy part of the automobile roads and the streets of the city are projected on the same rozrahunkovy nascent, which is the smog on the far right.

Plan and late profile

5.3 As a track element, start a plan and a late profile, follow a straight line and a curve of continuous and variable curvature. If the elements are identified in the plan and the later profile in the quality of the main parameters, it is recommended to accept:

later uhili - no more than 30 ‰;

radius of curvature:

for curves in the plan - not less than 3000 m,

for curves in late profile:

opuklich - not less than 70,000 m,

uvignutih - not less than 8000 m;

dozhni krivolіnіynіyh dіlyanok of the late profile:

uninterruptedly opuklich - not less than 300 m,

without interruption - not less than 100 m.

The route will be laid out of the mind of a smooth development of elements in the route plan and breaks in the design line of the later profile, in terms of the development of the design and design solutions in the transverse profile. Recommended radii of opuque curves - not less than 20,000 m, reduced curves - not less than 6,000 m.

With a lot of care for curves in the plan:

the speed of the build-up of the center-mounted acceleration - not more than 1.0 m / s 3;

shear force coefficient - as per Table 5.2;

for curves in profile:

visibility for cars is not less than 450 m;

visibility of a smart car - not less than 750 m;

in the center of the acceleration - 0, 4-0, 5 m / s 2.

Note - On the curved dilyankas, the plan of the route with the non-linear change in the curvature should be reversed by the design of the maximum speed of the increase in the center acceleration. With the design of the plan and the profile, the opportunity to reconstruct the track and not accept the minimum acceptable parameters of the track.

Table 5.2

5.4 As a matter of fact, it’s not possible for a visitor to think of it. With a wide range of boundary permissible norms, the following table 5.3 should be taken into account, from the rosaceous goods to the rudder for the categories of roads indicated in Table 5.1a.

Dovzhiny of late-profile designs, projected by opuque and reduced curves, can be changed in some cases, by aiming at 5.3, for the sake of preserving visibility, in the case of visible rosters.

Table 5.3

Rozrakhunkova shvidkist,	Most of the late, uhili, ‰	Nimenshi radiusi curves, m
				in later profile
				lumpy	uvignutih
		Main	At the Girskiy Mistsevost	lumpy	Main	At the Girskiy Mistsevost

In the case of the need for rapid changes, it is allowed to drive the serpentine directly in the category II-V in the high minds.

In especially important minds of the girly and re-enumeration of the masses (for some reason, there are no more than 3,000 meters above the sea level) for the women up to 500 m long, with the improvement of the tables 4.8 it is allowed to be twenty ‰.

When equipped in the girskiy and re-enumeration of the route of the previous part of the road of the category I okremo for the direction on the go and on the descent later, for direct descents, it is allowed to take over the winter for some time.

5.5 If the parameters of the elements in the plan are assigned, the late and transverse profiles of the roads are beyond the norms, 5.4 is allowed, to assess the design solutions for the indicators of performance, safety and throughput, including in unpleasant period of time.

5.7 In all cases, if the plan of the route in the course of the route is different, the curvature is greater than 1/2000;

Dovzhini of transition curves (especially on roads of categories I-II) are guilty not by the minds of kinematics (the speed of growth is accelerated), but by the healthy sprinting. With a total of 150-200 m. The number of transition curves with the linear law of change of curvature (clotoid), which results in straight and curves, in the presence of the radius of the curves of the paths, take the table 5.5.

Table 5.5

Radius kryvoi, m

Dovzhina junction crooked, m

5.8 Most of the late ones went on the curves of the curves near the planes of the smallest radii after the change in the table 5.6.

Table 5.6

5.9 The width of the smogs of clearing of the forest and chagarnik, the size of the change in the cuttings and the appearance of the postponed wake-up on the curves of the curves on the plan from the inner side, with the aim of securing the visibility, should be set with a rosette; at the same level of improvement of the cuttings of the vimki, take the same level from the edge of the roadbed.

5.10 Dovzhin dіlyanka іf a protracted trick in the minds of the gіrіvіyuyuyu stale by the size of the uhilu, Alevona is not guilty of changing the value, hovering at the tables 5.7

Table 5.7

Later uhil, ‰	Dovzhina dilyanka, m, at a height above the sea level, m

5.11 On important road trips in the city, it is allowed to take a long time (more than 60 ‰) with the obligatory inclusions of the tickets with the changed late ones (20 or fewer), but may have additional values for the purchase tables. ...

The size of majdanchiks for the purchase of cars starts with a parking lot, if you are guilty of not less than 3-5 vantage cars, and the vibration of the moment, you may start from the minds of a parking lot, if there is a chance

Independently in the presence of majdans on long slopes with steep slopes of more than 50 ‰, they transfer anti-accidents, as they drive in front of the curves of small radii, which are rocked in the slopes, as well as 0 km on straight slopes, through 8-1 The elements of the anti-emergency trips will start with a rosary for the end of the road trip.

5.12 The parameters of serpentine elements follow Table 5.8.

Table 5.8

Parameters of elements of serpentine	Parameters of the serpentine in the case of rosrakhunkov_shvidkost_ ruhu, km / year
Parameters of elements of serpentine
The lowest radius of curves in the plan, m
A cross-section of the prodigal part on the bend, ‰
Dovzhina junction crooked, m
Expansion of the proiznoy part, m
The most recent escaped between the serpentine lines, ‰

Serpentines with a radius less than 30 m are allowed only on roads of categories IV and V when the fence is fenced off with a size of 11 m.

5.13 From the end of the road to get a crooked serpentine and a cob of a mating crooked track, take a larger one, not less than 400 m for roads of category II and III, 300 m - for road category 200 - IV and V.

5.14 I pass a part on a serpentine, it is allowed to expand by 0.5 m for a widening of a foreign Uzbek, and a sieve of an extension is transferred for a widening of an internal Uzbek and an extension of a subgrade.

mind the visibility

5.15 The appearance of visibility on the whole stretch of the road is guilty of being no less than a zupinkovy road to the crossroads. The change in visibility follows the table 5.9.

Table 5.9

Rozrakhunkova shvidk_st, km / year	Nimensha visibility, m
Rozrakhunkova shvidk_st, km / year	for zupinka	smart car	when overtaking

The change in visibility for the zupinka is guilty of forgetting the visibility of any objects that can be at a height of 0.2 m or more, which are in the middle of the swamp, from the height of the eyes of the car, and the road is 1, 0 m of the road. The visibility of the order with the size of the frame is the main parameter for the value of geometric elements in the plan and the late profile from the level of the transverse profile.

When equipped in girskiy mіtsevostі dіlyanok go to the tunnels of the elements according to the plan and to the profile, we need to think about the necessary visibility for the given rozrakhunkovoi shvidkostі.

5.18 In terms of speed, for successful overtaking, it is necessary not to go any further after 3-4 km of driving on the straight lines and curves of great radii in special overtaking delianas with no visible visibility. To the minimum, overtaking the dilyanka, it will take in the fallowness of the rosacea, the geometrical parameters of the car road and the depot.

5.19 In all cases, behind the minds of the road, people and animals can get on the road from the roadside swamp, then the sideways visibility of the swamp near the road to the road is 25 m away from the edge of the road for the 3rd category of I-15th category roads. V.

transverse profile

5.20 The main parameters of the transverse profile of the road bed of automobile roads are taken in the fallowness of the categories according to the table 5.12.

Table 5.12

Subgrade width, m	The number of smugs to rohu	Width, m
Subgrade width, m	The number of smugs to rohu	smogi ruhu	Ukrainian smog	central smog	zupina smog	Uzbek, see 5.21	fortified smuga for dispensing smoothies
28, 5 and more	4 or more in the skin area				Not less than 2, 50, see 5.22
27, 5 and more	4 or more in the skin area				2, 50, see 5.22
22, 5 and more					2, 50, see 5.22
15 and more					2, 50, see 5.22


* Nimensha width of the central razdiluvalnoy smuga is 5.29.
Notes 1 The width of the central razdiluvalnoy smog with a fence along the axis on the roads of category IV is allowed to be taken equal to the width of the smog for the installation of the fencing plus the smog bezpeki. The width of the smog is safe from the beginning in the fallowness of the type of gardening (zhorstke, non-grooved). 2 The width of the smog to fall on the roads of categories I-II should be determined on the basis of technical and economic development in the fallowness from the storehouse. 3 In rimmed roads on the roads of category II, it is allowed to move the chotirokhsmugovy part of the swamp with the width of the swamp 3.5 m, if the ross is not more than 100 km / h.

5.21 The width of the Uzbek road on especially important roadways of the roadway, on the roadways, on the road through especially valuable land corners, as well as in the towns with the transitional-high-speed smogs and the early technical smogs Ruku can be changed to 1.5 m - for road categories IА, IB, IV and II and up to 1 m - for road categories.

5.22 Zupinkovy smogs є by binding elements of motorways and highways on all sides and to be pulled from both sides with a width of 2, 5 m.

5.23 The number of smogs on the roads of category I grows fallow according to the intensity of the traffic and the relief of traffic according to table 5.13.

Table 5.13

Relief of Mistsevost	Ruku intensity, od. / Dobu	The number of smugs to rohu
Rivninniy i revisions

In case of further reconstruction of the road, the width of the smog shall be introduced and the parameters of the piece spares and the subgrade will be recovered in the future the number of smogs in the field.

When the terms of the reconstruction are higher, the number of smogs increases, then the number of smogs is increased, and then the number of smogs is increased.

There is a need for a number of smogs to start with a technical and economic development from a minimum of integral discounted vitrates. When the road is more efficiently blocked, it is characterized by the quality of the road.

In table 5.14, the boundary values of the rates are indicated, the functions of the roads are indicated, as will require reconstruction.

Table 5.14

The design of automobile roads with a multi-lane traffic part is followed by construction of technical and economical rosary by way of installation with options for transporting roads along separate routes.

5.24 Dodatkovuyu smog for quiet transport means є the right to smog, to flow into the main smog in the end, when there is evil from her. Additional smogs of a useful part for vantage transport in the next few steps for transferring on roads of category II (directly from a number of roads of category III), as well as on roads of category III with an intensity of 2000 rubles. / Dobu (reachable in the first five years of exploitation), with the later gain of more than 30 or more days, 1 km, with more than 40, and more than 0.5 km.

The width of the dodatkovo smuga is taken by the ruff at a level of 3, 5 m on all sides.

The length of the additional smog per year is taken according to Table 5.15.

Table 5.15

Moving to a wider proiznous part of the building, going to the railway station 60 m.

5.26 On roads of category V with holes more than 60 ‰, in places with uncomfortable hydrological minds and easy-to-break soils, with a decrease in width, Uzbeks will transfer to adjusting roses. From the standpoint of the rose, take the same view of a smart car, but not more than 1 km. The width of the roadbed of that proprietary part on the roses will be taken according to the standards of the road category IV, and for the newest roses - 30 m.

5.27 The width of the roadways on top of the road is connected to the bridges and roadways for at least 10 m. Crossing from the extended roadbed to the normative road at 15-25 m.

5.28 The width of the reddish smog on the road, and in the future, it may be possible to increase the amount of smog, which has increased by 7.5 m in accordance with the indicators of the tables 5.12 and take the same price, not less than 13.5 m 5 m - for roads of category Ib.

The superficial rosaceous smogs in fallowness from the width, where the soil stagnates, the type of change and natural-climatic minds nadil to the middle of rosaceous smog, or in the direction of the other part. When the surface of the reddish smog reaches the middle, the attachments of special collectors are transferred for the introduction of water.

5.29 The width of the reddish smog on the roads of the category I, laid in the high places, on the piece sporums (bridges, pathways), when the roads are built in forgotten areas, etc., when technically economical. for setting up a fence plus 2 m.

Moving from the changed width of the swamp to the width of the swamp, taken on the road, then go from both sides with a 100: 1 view.

Rozdіlovі smugas are transferred with rozrivovy after 5-7 km for organizing the pass to the ruins of motor vehicles and for the passage of special vehicles in the period of repair of roads. The size of the cut should be set by the size of the razorhaunny from the warehouse of the traffic flow and the radius of the turn of the car, if not to carry out the razrahunok, the size of 30 m.

5.30 a.m. A part is transferred with a double cross-section profile on straight lines of roads of higher categories, as a rule, on curves in the plan with a radius of 3000 m and more for roads of category I and for a road of 2000 m and higher -

On the curves in the plan, with a smaller radius, they transfer the power of the projection part with a single cross-section profile (vrozhay);

5.31 Laterally stolen from the other part (except for the curves in the plan, on which the control of turns is transferred), they start to lie in a number of smogs and smart minds according to Table 5.16.

Table 5.16

	Cross-cut,%
	Road-climatic zones


a) in case of double transverse profile of the skin adhesion part
b) with a one-off profile:
Persha and friend of smuga from rose smuga
the third and the beginning of the smog

On gravel and crushed stone pavements, the transverse pit will take 25-30 ‰, and on pavements from soils, reinforced with mint materials, and on pavements from chipped and bruised stone - 25-35 ‰.

5.32 Cross-cut Uzbeks with double-sided cross-section followed by 10-30 ‰ more than the cross-cut of the previous part. Regardless of the climatic minds and the type of strengthening of the Uzbek, the onset of the size of the transverse holes is allowed:

30-40 ‰ - with changes in the amount of knitting;

40-60 ‰ - when strengthened with gravel, crushed stone, slag or paved with stone materials and concrete slabs;

50-60 ‰ - when changing sod or grasses.

For districts with a small triviality of the snow cover and the daylight for the Uzbek people, who are steeped in sod, maybe the assumptions were 50-80 ‰.

Note - When the roadbed is plowed from large and medium-grained sands, as well as from important loamy soils and clays, uzbich hardened with grasses, it is allowed to take at least 40 ‰.

5.33 Single-grade transverse profile of rounding (turn) of transmission at radii of curvature less than 3000 m for roads of category I and 2000 m for roads of categories II-V. We lost the turn on all the curves according to the stake, it is recognized in the fallowness of the radii of the curvature according to the table 5.17.

Table 5.17

Radius curves in plan, m		The cross-section of the proprietary part on the bends, ‰
		basic, best extensions		in areas with frequent iron
			on roadways to industrial enterprises	in areas with frequent iron
From 3000 to 1000 for category I roads
From 2000 to 1000 for roads categories II-V







	400 i less
Note - The lesser significance of the transverse grooves on the bends show more radii in the curves, and the greater significance - the lesser radii. Regions with frequent icy conditions are located in areas that are frozen in the middle of the road at low temperatures (below 0 ° C), when the temperature is low and atmospheric precipitation starts to cool on the surface by 10 days.

As soon as you see two houses with summery rounded radii in one direction, less than sumy dovzhin turn for cichs to be rounded, then between them they also transfer the same profile without interruption without interruption. At the same time, a minor abduction of a one-sickly profile is guilty of being at least 20 ‰, and a late, late abduction of the former edge of the prosperous part is not guilty of a late abduction, for a day-to-day abduction.

In areas with an insignificant triviality of the snow cover and with rare drops of irony, the greatest cross-section of a common part on bends is allowed to take up to 80 ‰.

5.34 Crossing from a two-grade profile of the road to a single-grade path on a cross-curved curve on a forward bend straight and curved road paths, radii. Dovzhin dіlyanka vіdgonіvі vіrazhuyut from the mind of securing the minimum and the maximum additional earning of the current region of the prodigal part in relation to the projected late abduction.

Turns on high-grade dark roads of category I, it is recommended to transfer with separate transverse holes for the other parts of the new direct and necessary calls when bringing water from the other parts and the rose oil.

On a bend, a transverse uzbich ditch and a common part of the road take one and the same one. Allowed on the upper side in the transverse profile of the Uzbek zorotny ugil on the bends of the schob to unify the obstruction of the old part, for the safety of the water supply and the safety of the road (the establishment of the bar'ernogo fencing).

It is recommended to walk 10 m to the cob in the direction of the turn when crossing from a normal uzhilu uzbich with a double profile before the abduction of the prozhnoy part.

The maximum late kidnapping of the last years of the good part in terms of the date before the design late kidnapping on the racks on the way to the turn will take the table 5.18. The minimal early late earned in any point on the surface of the business part at the turn of the road is not guilty of being less than 3 ‰.

Table 5.18

5.35 If the radii of the curves in the plan are 1000 m and it is less than to transfer the extension of the projection part from the inner side for the uzbich, then the width of the uzbich is not less than 1.5 m for road categories I and II and not less than 1 m - for expensive categories

The magnitude of the additional extension of the double-sided part of the road on the curved files to the plan of the change in curvature is due to the proportional curvature of the track in the skin and points, according to the table 5.19.

Table 5.19

Radius curves in plan, m	Expansion value, m, for cars and road trips from the side of the front bumper to the rear axle of the vehicle, for road trips, m
Radius curves in plan, m	cars - 7 and mens, car trips - 11 and mens

If there is a lack of width of the Uzbek people for the expansion of the wider part of the mind, then the widening of the roadbed must be transferred. The expansion of the projected part of the road is proportional to the appearance of a curved line of the track, with a radius of curvature less than 2000 m.

An additional expansion of the business part for roads with smogs will increase the amount of smogs, and for single-smoked roads - to change twice in proportion to those indicated in table 5.19.

In girskii mistsevosty, like vignatas, it is allowed to expand the extended part on the curves in the plan, partly from the last side and rounded.

The completeness of fixing curves with extensions of the previous part larger than 2-3 m is necessary to adjust the options for increasing the radii of curves in the plan, for which it is not necessary to add such extensions.

Trasuvannya to urahuvannya landscape

5.36 I know the road, and with technical and economical grounding and reconstructed roads, it will be transferred to the view of a smooth line in the open space. At the same time, it is necessary to link the elements in the plan, late and transverse profiles between themselves and the modern landscape, with an estimate of the flow into the minds of the mind and the health of the road to the good.

The smoothness of the road is reversed by design through the visible curvature of the wire line and the visible width of the previous part in the extreme point in the picture area. For the assessment of the green clarity of the road, it is recommended to provide promising images of the road.

5.37 Curves in the plan and for the late profile are recommended to follow. With a lot of curves in the plan, they are 100-150 m higher than the curves in the late profile, and after the tops of the curves, they are not more than 1/4 of them.

Slid unique with the appearance of curves in the plan with cob curves in the late profile. If you see them, you shouldn't be less than 150 m.Yakshcho is crooked in the plan, in the end of the descent of the zavdovzhka at 500 m and more than 30 ‰, then the radius is guilty of being made at least 1, 5 times in size. Table 5.3, with the summaries of the curve in the plan and the reduced curve in the late profile at the end of the descent.

5.38 Dovzhin is right in the plan and goes to the place according to table 5.20.

Table 5.20

	The borderline is right in the plan, m, on the place
	rivninniy	revision

5.39 Minimum radii of summous curves in the plan and maximal speed of increase in center-to-center acceleration of summous transition curves, it is recommended to use the same or not more than 1, 3 times.

5.40 At small turns of the road in the plan, the radii of circular curves are not less than the values in table 5.21.

Table 5.21

Kut turn, deg.
The lowest radius crooked by cola, m

5.41 Between two curves in the plan, straightened to one side, it is not recommended to design a direct insertion of less than 100 m. With an increase of 100-300 m, a direct insertion of a slid is replaced by a transitional curve of a larger radius. Direct insertion of a self-contained element of the track is allowed for roads of categories I and II at the beginning of 700 m, for roads of categories III and IV - up to 300 m.

5.42 Unacceptable inserts in the late profile are not allowed on dilyankas straight in the plans. Їх boundary values are shown in table 5.22.

Table 5.22

Radius curved in late profile, m	Algebraic difference of later successes, ‰

	Naybilsha dovzhina straight insert in the late profile, m
For roads category I and II





For roads categories III and IV

5.42a With the obtained opuque and reduced curves in the late profile, the radius of the opaque crooked is not guilty of more than twice the radius of the crooked.

Bicycles, small roads and sidewalks

5.43 Cycling lanes should be driven outside the boundaries of the previous part of the roads when the intensity of the cycle for cars and cyclists is reduced, as indicated in the table 5.23.

Table 5.23

In rural settlements, bike paths can be crazy with old ones.

5.44 Bicycle roads should be rolled out on the near roadbed, at the bottom of the embankments and behind the boundaries of the bays, or on specially wired berms.

On the way to the piece-by-piece bike paths, it is permissible to grow in Uzbeks when they are raised from the other part of the country by fences, like razdilovy smogs.

5.45 The width of the smudge between the car road and parallel to the one traced by the bicycle road is not less than 1.5 m. oblyamivkoy border.

5.46 Main parameters of bike paths guided in tables 5.24.

Table 5.24

Critical parameter
Critical parameter	under new conditions	minimal when in order and in the minds of a space
Rozrakhunkova shvidk_st ruch, km / year
Width of the prozhdzhoi part, m, for the ruch:
single-lane one-way
double-sided
dvosmugovogo іf a showy roach
Cycling road with the podil of a cycling and cycling road
Cycling road without trail and bicycle road
bicycle smog
Width of the Uzbek bicycle road, m
The lowest radius of curves in the plan, m:
when driving around
when vyshtuvanni turn
The lowest radius of vertical curves, m:
lumpy
uvignutih
The most recent uhil, ‰
The cross-cut of the proprietary part, ‰
Uhil turn, ‰, with radius:


Dimension by height, m
Minimal distance to the side junction, m
* (1) The width of the walkway is 1.5 m, the width of the bicycle track is 2.5 m. * (2) The width of the walkway is 1.5 m, the width of the bicycle track is 1.75 m. * (3) When the intensity is not more than 30 vel. / Year і 15 p. / Year. * (4) When the intensity is not more than 30 vel. / Year і 50 p. / Year.

Odnosmugov_ bike paths roztashovuyut on the winding side of the road (in rosrakhunka on panuyuch_ in three in the summer period), two-mids - if possible, on offensive sides of the road.

5.47 Bicycle roads are responsible for the hard surface of asphalt concrete, concrete or stone materials that are crumbly cohesive.

Sidewalks slid to be transferred to vimogs SP 42.13330.

1 Sucking area

The fair star of the rules will establish the norms of the design for the future, reconstruct and overhaul the motor roads of the outlying corridor and secondary motor roads. The general rule of law is not to expand on timchasov roads, viprobovalny roads of industrial enterprises and winter roads.

2.1 The set of rules є according to the following normative documents: SP 14.13330.2011 “SNiP II-7-81 * Budivnistvo in seismic regions” SP 35.13330.2011 “SNiP 2.05.03-84 * Bridges and pipes” SP 39.13330.2012 “ SNiP 2.06.05-84 * Rowing with soil materials "SP 42.13330.2011" SNiP 2.07.01-89 * Містобудування. Planning and forgetting of small and rural settlements ”SP 104.13330.2011“ SNiP 2.06.15-85 Engineering control of the territory of flooding and heating ”SP 116.13330.2012“ SNiP 22-02-2003 Engineering process construction. Basic provisions "SP 122.13330.2012" SNiP 32-04-97 Railway tunnels "SP 131.13330.2012" SNiP 23-01-99 * Budgetary climatology "GOST R 51256-2011 Technical aspects of road traffic management. Road development. Classification. Technical specifications GOST R 52056-2003 in viscous polymeric-bituminous roads based on block-copolymers of the styrene-butadin-styrene type. Technical considerations GOST R 52289-2004 Technical considerations for organizing road traffic. Rules for fixing road signs, design, lighting, road gardening and direct attachments GOST R 52290-2004 Technical aspects of organizing road traffic. Road signs. Headquarters of technical facilities GOST R 52575-2006 Roads of motor vehicles. Materials for road design. Technic vimogi GOST R 52576-2006 Roads of motor vehicles. Materials for road design. Methods of viprobuvan GOST R 52606-2006 Technical assistance in organizing road traffic. Classification of road gardens GOST R 52607-2006 Technical assistance in organizing road traffic. Ogorodzhennya road utensils for cars. General technical facilities GOST R 53225-2008 Geotextile materials. Terms and conditions GOST R 54257-2010 The reliability of alarm structures and bases. Basic provisions and regulations GOST 17.5.1.03-86 Nature protection. Earth. Classification of different types of soil for biological reclamation of lands Technical mind GOST 7473-2010 Sumy concrete. Technical reasons GOST 8267-93 Scraping and graveling from solid rocky rocks for awake robots. Technical support GOST 8736-93 Pisok for alarm robots. Technical considerations GOST 9128-2009 Sumy asphalt concrete roads, aerodrome and asphalt concrete. Technical support GOST 10060.1-95 Concrete. Basic method of measuring frost resistance GOST 10060.2-95 Concrete. Accelerated methods of determining frost resistance in case of bagatoraz frozen and admitted GOST 10180-2012 Concrete. Methods for evaluating performance according to control samples GOST 18105-2010 Betony. Rules for the control and assessment of food GOST 22733-2002 Soils. The method of laboratory measurement of maximum power GOST 23558-94 Amount of crushed stone-gravel-sand and soil, crushed with inorganic knitting materials, for road and aerodrome construction. Technical support GOST 24451-80 Road tunnels. GOST 25100-2011 GOST 25100-2011 GOST 25100-2011 Soil. Classification of GOST 25192-2012 Concrete. Classification and out-of-the-box technical equipment GOST 25458-82 Support wood road signs. Technical support GOST 25459-82 Support for concrete road signs. Technical considerations GOST 25607-2009 Sumy crushed stone-gravel-scraps for coating and bases of automobile roads and aerodromes. Technical specifications GOST 26633-91 Important concrete and other grains. Technical support GOST 27006-86 Concrete. Rules for picking up a warehouse GOST 30412-96 Automobile roads and aerodrome. Methods for detecting the irregularities of the foundations and pokritiv GOST 30413-96 Automobile roads. The method of determining the efficiency of the car wheel fixing with road surfaces GOST 30491-97 Sumy organic soil, reinforced with organic viscous, for road and aerodrome construction. Technical support GOST 31015-2002 Sumy asphalt concrete and crushed stone-mastic asphalt concrete. Technical considerations SanPin 2.2.1 / 2.1.1.1200-03 Sanitary-sanitary zones and sanitary classification of industrial enterprises, constructing sanitary facilities SanPin 2.1.6.1032-01 Sanitary-sanitary-sanitary zones and sanitary conditions. Epidemiological vimogues to the quality of the soil SanPin 2.2.3.1384-03 Hygienic vimogi before organizing the alarm bells and whistles CH 2.2.4 / 2.1.8.562-96 Noise at thunderous events, in the midst of life

Note- When koristuvannі spravzhnіm sklepіnnyam rules dotsіlno perevіriti dіyu posilalnih standartіv i klasifіkatorіv in іnformatsіynіy sistemі zagalnogo koristuvannya - on ofіtsіynomu saytі natsіonalnih organіv Rosіyskoї Federatsії on standartizatsії in MEREZHI Іnternet abo on schorіchno vidavanomu іnformatsіynomu pokazhchiku "Natsіonalnі standards", yaky opublіkovany pitched 1 sіchnya stream rock , and for the latest news, there are informational showers published in the streaming process. As a control document of replacements (changes), then in case of corrections to the reference crypts, the rules should be replaced (change) by a document. As the control document of the checkout without change, then the position, in which the power is given to the new one, will be stuck in the part, which doesn’t get the power.

3 Terms and conditions

At the same time, the rules of victorian onset terms with specific values:

3.2 passenger car, hovering: Equivalent to a passenger car rozrakhunkov is one, for the rest of it, all types of transport vehicles on the road .).

3.4 biclotoid: Curve, which can be stored in two equally straightened clots with the same parameters without the inclusion of circular curvature, in the point of closing some offenses may be of the same radius and I will be exact.

3.5 visibility when overtaking: The visibility, as it is necessary to drive, to prevent obstruction of your vehicle, does not come into play with any kind of intelligent transport means that it collapses due to the rosy speed and does not sound.

3.6 the visibility of a smart car: The less visibility of a smart car, which is less visible when overtaking and will prevent overtaking without any problems with a fast approach of a smart car;

3.7 shvidkіsna road: The road for shvidkіsnogo ruku, where there is a widening of the smog and overflowing, as a rule, in one rivnі.

3.8 road of a hemline

3.10 category of road (design): A criterion characterizing the value of an automobile road in the outlying transport area of the country and the beginning of intensive traffic in the country. According to the category, all technical parameters of the road are recognized.

3.11 clothed: Curve, the curvature of which growth is wrapped proportionally to the curve.

3.12 normal wiring of car tires from the surface of the useful part: wiring on a clean, dry abnormal surface, so low efficiency of latency at a speed of 60 km / year for a dry mill - 0.6, and for up to 45% at a temperature of 20 ° C, a visibility of 50%, a meteorological visibility range of more than 500 m, a visibility and an atmospheric pressure of 0.1013 MPa.

3.13 standards for the design of geometric parameters: The main minimum and maximum standards that are stagnant in the design of the road: pinkness and fluidity and mounting, radii, late and lateral curves, lateral and lateral curves.

3.14 on a curve: A dilenka on a curve with a step-by-step smooth transition from a two-sided cross-section to a one-sided one from a curve in the middle of a curve to the design one.

3.15 Smuga smuga: Smuga, roztasovana charged with every part of the edge of the ukrіplyuvalnoy smuga and is intended for the distribution of cars from the developed person, or break the smog.

3.16 oversize in one place: The type of the university is expensive, with all the mixes and specks of the resulting roads in the same area.

3.17 retracement in rural areas: The type of the university is expensive, for which the roads are built in two or even declineways.

3.18 junction curve: Geometric element of changeable curvature, designations for healthy management and information about the trend in the development of the track with the help of a quick innovation and ensuring a smooth, safe operation;

3.19 transitional curve of changeable speed: A transitional curve, nonlinearity of the curvature of which uzgodzhuyutsya according to the criterion of safety and efficiency equally slowed down or uniformly accelerated; in the fallowness of the transitional curve, it can be galvanized or rosy;

3.20 crossing the curve of continuous speed: crossing the curve, line (clotoide) or non-linear regularity of the curvature of what is used to meet the criteria of safety and efficiency for the maintenance of continuous speed; the nonlinearity of curvature can be matched by constructive abnormally aesthetic criteria (so called natural transition curves);

3.21 driveways of industrial enterprises: Automobile roads, which connect the industrial enterprises with the roads of the outbound corridor, with other enterprises, retail stations, ports, which can be used for access to motor vehicles.

3.22 smuga ruku: Smuga of a part, the width of which is the maximum allowable width for passing through the transport system, including gaps without baking.

3.23 smog to drive: Dodatkova smuga of the main road, which is intended to serve for lodging of automobiles entering the main stream of traffic flow along the main stream.

3.24 smuga galmuvannya: Dodatkova smuga on the main road, so as to serve for the purpose of allowing the ability to go from the main stream of cars to reduce the speed, not overshooting the main stream.

3.25 adjoining: A kind of overflow in one level, as a minimum, three times in a row.

3.26 principle of healthy management of waters: Victorian methods of landscape design and elements of the region for managing waters every hour on the road.

3.28 reconstruction of the road: The complex of alarm robots on the fast roads with the help of the advancement of transport and exploitation indicators with the reassignment of the road in the whole, or at the same time, in the same category. Including: straightening out the roads, fixing the late tricks, adjusting the bypasses in the settlements, expanding the roadbed and the commercial part, improving the construction of the road bed, expanding or replacing the bridges and backs The technology of robustness is similar to the technology of the road construction.

3.29 road traffic: A complex of many types of robots, which are displayed during the development of automobile roads, bridge and other engineering equipment and road lines.

3.30 transport tramline: The number of transport routes on the first territory.

3.31 route: Laying the road between the specified points according to the optimal exploitation, economic, technological, economic, topographic and natural conditions.

3.32 important parts of the mountain range: the route of passes through the mountain ridges and the part of the mountain gorges because of the foldable, heavily porous or unstable grapples.

3.33 important parts of the crossroads: Relief, breakthroughs are often surrounded by glide valleys, with a difference in the flow of valleys and water flows down to 50 m in the distance of no more than 0.5 km, with unstable glimpses, wiry beams.

3.35 higher education institution of automobile roads: engineering sporud, which serves for the purpose of providing two or more decilkoh roads.

3.36 ugly turn: A one-sided transverse ear of the projected part on a curve, larger in size, lower than a transverse ear on a straight length.

3.37 subgrade width:

Vіdstan mіzh by the edges of the roadbed. earthen cloth

3.38 Armor: Strengthening of road structures and materials with the addition of improving their mechanical characteristics.

3.39 reinforcing geosynthetic material: Rolled geosynthetic material (woven geotextile, geosynthetic, flat geogrid and compositions, large geogrid (geocells)), designations for strengthening road construction materials

3.40 reinforcing soil: Reinforcing the soil, opening a constructive and technological connection of soil balls and reinforcing bars around the eyes of metal, plastic smogs, propping out geosynthetic materials, horizontally rots, building vitrifies.

3.41 berm: Vuzka, horizontal, or a little bit of a smog stole him, so he should vashtovu to interrupt the mowing.

3.42 type I swamp: Filled with marsh soils, the number of those near the natural camp will ensure the possibility of building up a ramp with a height of up to 3 m without causing the process of lateral bogging of soft soil.

3.43 swamp type II: I would like to place one ball in the boundaries of the bog, which can be seen when the intensity of the embankment is up to 3 m high, but it is not seen when the intensity of the embankment is reduced.

3.44 swamp type III: I would like to place one ball in the boundaries of the bog, which, when the embankment is raised up to 3 m in height, can be seen directly due to the intensity of the embankment.

3.45 water-thermal regime of the subgrade: The law of change in the direction of the water and temperature of the upper balls in the soil of the subgrade, the power of the road-climatic zones and the geological heat of the mind, as well as the control system for changing frosty zdimannya robotic ball of the roadbed.

3.46 water supply to the road: Sukupn_st of the outbuildings, which supply water to the roadbed and road bed and prevent overflowing of the roadbed.

3.47 height of the roadbed: Go vertically from the natural level of the earth to the bottom of the road bed, as it starts along the axis of the roadbed.

3.48 mowing height: Stand vertically from the upper edge of the mow to the lower edge.

3.49 geocompositions: Two-, three-roll geosynthetic materials, vicinities of geo-textiles, geo-networks, flat geo-grids, geomembranes and geomats.

3.50 geomati: A highly porous bulk one-component roll geosynthetic material, vikonaniy by extrusion and / or pressurization methods.

3.51 geomembrane: Rolled waterproof geosynthetic material

3.52 geosheath: An array of rolled geosynthetic material for filling with soil or other alarm materials.

3.53 geo-tiles: Bagatosharova rigid road slab based on composite material from mineral (slope, basalt, etc.)

3.54 geogrid of volume (geocell material, geogrid of space, geocells): geosynthetic virib, which can be used in the view of a nasty compact module with polydimensional or geotextile lines, which is placed in the same order in the mine. empty construction.

3.55 flat geogrid: Rolled geosynthetic material of a porous structure with rigid vodal points і cut-and-line average sizes of not less than 2.5 mm; by the method of extrusion of the suction fabric (geomembrane) with the given perforations and knitting in one or more strands (geogrid pulled); zvaryuvannyam polydimensional lines (geogrid zvarna).

3.56 geosynthetic: Rolled geosynthetic material in the view of dull canvases, retracted by the methods of textile industry from fibers (filaments, threads, stitches) with the approval of medium sizes larger than 2.5 mm.

3.57 geosynthetic materials: The class of piece of educational materials, which are prepared by the head of the class, either partly from synthetic syruines and stashed in case of emerging roads, aerodromes and other geotechnical objects.

3.58 geotextile nonwovens: Rolled geosynthetic material, which is stored from randomly woven filaments (fibers) in the area of the cloth, which are either mechanically (by means of a bare-piercing method) or thermally.

3.59 geotextiles of weaving: Roll geosynthetic material, which is stored in two interlaced fiber systems (threads, stitches), which can be woven perpendicularly perpendicularly and adjusted to 2.5 mm in size. Miscellaneous threading (vuzli) can be made stronger behind the additional third fiber system.

3.60 ground water: Ground water, which is located in the first out of the surface sphere of the earth.

3.61 drainage: Recovery and transfer of litter, ground water and other deposits in the area of the material.

3.62 zachist: Zachist of the surface ob'єktu of all young people.

3.63 Saving from surface erosions: Zapobigannya or interchange of soil or other particles on the surface of the object.

3.64 earthen bed: Geotechnical design, which can be seen at the viglyadas of the road and in the road structure.

3.65 ditch bichna roadside: A ditch, where to pass through the roadbed for the collection and outflow of surface waters, with the transverse overriding of the trough, tricut or trapezoidal profile.

3.66 ditch nagirna: A ditch, roztashovana from the tilted side of the road for reloading the trough along the slope of the water and from the ledges of the road.

3.67 soil deterioration rate: The determination of the actual dry soil strength in the design to the maximum strength of the same dry soil, as it is intended to be used in the laboratory when it is tested by the standard soil pressure method. 3.68 frosty ball: An extra ball, which is the basis of a road cover from non-diminishing materials, which will not be provided with a spontaneously high quality provided by the manufacturer and has been designed to protect against unacceptable deformations of frosty weather.

3.69 unstable balls of water: Balls of frozen or over-wetted soils, as in the future there may be steps of damage, as it does not lead to the possibility of new rules due to the fact that someone is in the middle

3.70 ukis: Bichna has stolen the surface, so the earthlings are surrounded by pieces.

3.71 before display: Massive soil below the interface of the working ball.

3.72 base of nasipu: mass of soil in the sinks of natural zalagannya, how to grow below the nasipu ball.

3.73 surface water conduit: annexes designated for water conduit from the road surface; drainage attachments, which serve for water supply from the surface of the roadbed.

3.74 working ball of the subgrade (pedestrian soil): The upper part of the subgrade in the boundaries from the bottom of the road bed to the level, 2/3 of the surface of the freezing structure, ale not less than 1.5 m, flawlessly from the surface of the pavement.

3.75 subplots: Zapobіgannia of the mutual penetration of particles of materials in the summery spheres of road constructions.

3.76 stabilization: A change in the provision of progressively greater efficiency with discrete (effervescent) materials for balls in road structures, including those for geosynthetic materials;

3.77 stable balls nasipu: Balls, which are equipped with hoists and dry soil, the steps of which in the nasipu are determined by the rules.

3.78 heat insulation: The exchange of heat flow between the body and the middle.

3.79 filtering: The passing of a line into the structure of the material, or for one-hour streaming of ground particles and particles subordinate to them. Road odyag

3.80 road construction: A complex that includes a road bed and an earthen bed with drainage, water-doubled, water-borne and ukryplyuvalny structural elements.

3.81 road bed: a structural element of an automobile road, which can be used for mounting from transport vehicles and transmissions on the earth bed.

3.82 road bedding: Road bedding with cement-concrete monolithic covers, with concrete coverings from solid concrete or reinforced concrete slabs with a base made of cement concrete or solid concrete.

3.83 road odyag capital: Road odyag, which Volodya is the most high class of people, who will be informed by our heads and the terms of exploitation of the roads of high categories.

3.84 non-rigid road bed: Road bed, as you cannot take constructive balls from monolithic cement concrete, reinforced concrete or reinforced concrete in your warehouse.

3.85 road wear classifications - a subset of road wear for the types of travel from their capital, which characterizes the efficiency of road wear.

3.8

3.90 pkrittya: The upper part of the road cover, which can be stored from one or the same decal for the material of the balls, without a separate spillage from the number of transport vehicles and to the direct inflow of atmospheric agents. On the surface of the pavement there can be whipped balls of the surface cuttings of a growth characteristic (for the adjustment of shorts, balls, etc.).

3.9 When the capital is set, the road cannot be rooted on the rozrahunkov axle, but less than the normative one.

Sp 34 13330.2012 motor roads. terms and values

1 Sucking area

2 Normative performance

3 Terms and conditions

earthen cloth

Road odyag

Bezpeka ruhu

4 Headquarters

5 Basic technical standards

Rozrakhunkovі shvidkostі

Rozrakhunkovі navantazhennya

Plan and late profile

mind the visibility

transverse profile

Trasuvannya to urahuvannya landscape

For roads category I and II

For roads categories III and IV

Bicycles, small roads and sidewalks