104/1997.
DECREE
The Ministry of transport and communications of 23 June. April 1997 implementing the
the law on road traffic
Change: 300/1999 Coll.
Change: 355/2000 Sb.
Change: 355/2000 Coll. (part)
Change: 367/2001 Sb.
Change: 555/2002 Sb.
Change: 490/2005 Sb.
Change: 527/2006 Sb.
Change: 317/2011 Sb.
Change: 288/2009 Sb.
Modified: 26/2014 Sb.
Modified: 9/2015 Sb.
The Ministry of transport and communications shall establish in accordance with § 46 para. 1 with regard to the
the provisions of § 6 (1). 4, § 8 para. 3, § 9 para. 3, section 10, paragraph 1. 6, § 16
paragraph. 3, section 20 (2). 2, § 22 para. 2, § 24 para. 9, § 25 para. 7, section 27
paragraph. 7, § 36 odst. 8, § 37 para. 1 and § 41 para. 4 of Act No. 13/1997
Coll., on the road, (hereinafter referred to as the "Act"):
PART THE FIRST
BASIC PROVISIONS
§ 1
Introductory provisions
(1) For the purposes of this Ordinance, means the
and the construction of the highway, road) or local communication (hereinafter referred to as
"the communication") a permanent or temporary establishment of new communications or its
changes (construction work) associated with the reconstruction of a grading; reconstruction of the
grading involves the extension of the Crown communications, change
length or move the axis of communication so that you cannot keep the original
external ground or height, border
(b) communication change patch) of the finished structure, which preserves
the outer border of the construction and the improving of its parameters and
increases operating safety,
(c) communication of the work file maintenance), which maintains the communication in
operationally and technically satisfactory condition in all weather conditions
and removing defects and deficiencies prior to the initial state,
d) Highway with unlimited access each road outside speed
Road,
e) neproměnnými parameters properties for specifying transport technical condition
communication without building the intervention of unchanging (directional and vertical lines,
the width arrangement, construction of the road crossing and objects),
f) variables parameters properties specifying building communication status,
that changes over time by the effects of weather, traffic and load
Ageing (roughness, longitudinal and transverse inequality, disorders of the cover,
load carrying capacity. residual service life),
g) with the road management systems providing up-to-date information about the
State Highways and roads to the competent administrative authorities and road administrators
These communications, whose purpose is to optimize the construction activities
based on the obtained data and knowledge about the technologies available with
order to achieve the best use of the invested funds. the achievement of
other selected priorities.
(2) the intersection is not level connection
and) field or forest paths,
(b) special-purpose communication) is not accessible to the public,
c) stop personal regular services, fuel station,
Motel, motor lodge, parking, rest stop, etc.,
d) adjacent real estate property
on the road or on the local road.
(3) a separate knockout (wedge) is used for the exit of vehicles from the
the road or local communication on adjacent property is not added
the bar, and part of the communication in question.
§ 2
Designation of highways, roads and local roads
(section 6, paragraph 4, and article 9, paragraph 4, of the Act)
(1) of the highway and the road indicates numbers owner (§ 9 (2) of the Act).
Highway and road I class, the numbers from 1 to 99; in the case of
the highway, it is reported in the register before the digit of the letter "D", if the
speed the road, before the digit of the letter "R". Road II.
class numbers from 101 to 999. The Road III. classes are referred to
only registered four to pětimístnými numbers according to the nearest road.
or (II). class, where applicable, supplemented by a small letter index. The shoulders
one-way roads are referred to by the index with an uppercase letter.
(2) the road laid down by special regulation ^ 1) for international traffic
to indicate whether or not the letter "E" and a number.
(3) the Kilometrovníky is characterized by the distance in kilometres from the start of
the alignment of the highway or the road I class.
(4) specimens of the markings referred to in paragraphs 1 to 3 shall establish a special prescription. ^ 2)
(5) For accounting purposes, the local communication indicate in Arabic
numbers starting with 1, and fundamentally it separately for each class of
local roads. To indicate a class uses the alphabetic character:
and communication) for the local first class letter a, for example. 1A, 2a,
(b)) for the local communication II. (b) class, for example. 1B, 4b,
(c)) for local communication III. (c) class, for example. 1 c, 8 c,
(d)) for local communication IV. (d) class, for example. 1 d, 12d.
(6) the Bridge and other objects (underpasses, level crossings, tunnels) on
roads are called serial numbers beginning with the number 1 from the
the beginning of the communication station. On the highways and roads with the number object consists
from the numbers concerned communication and dash separated sequence number
the object of the padded or three indexes. Number of the object on a local
the communication consists of the designation of a local road (number and class),
the dash character separated object (e.g.. M = Bridge) and its sequence
numbers. The details of the numbering of the bridges on roads contains binding CSN
73 6220.
§ 3
(section 6, paragraph 4, of the Act)
(1) Local roads class I are speed local roads and
easily the most important collective communication in cities.
(2) Local communications II. classes are a collection of communication
combine parts of cities to each other, or connected, or a part of the city
on the road of higher class or category.
(3) Local roads (III). classes are the local communication in
towns and villages to allow direct transport servicing of individual
If the objects are accessed in the normal operation of motor vehicles.
(4) Local roads IV. the classes are separate walkways, paths
for hiking, biking trails, paths in the chat areas, underpasses,
the footbridge, stairs, walkways, your communications, residential and pedestrian zone, etc.
§ 4
The stretch of motorway and road transit
(section 8, paragraph 3, of the Act)
(1) in determining the boundaries of a transit section is based on the building
Office ^ 3) from the actual state of the continuous sealed along the communication;
building spaces up to 200 m as a rule, do not interrupt the continuous sealed.
(2) the location of traffic signs ^ 2) indicating the municipality or municipalities may not end
be the same as the border transit section of the highway or road.
PART TWO
THE OWNER OF THE CARE COMMUNICATIONS AND RECORD KEEPING
(to section 9, paragraph 3, of the Act)
§ 5
Register of communications
(1) the basic evidence is the pasport, who lead their
Administrators.
(2) the extent and manner of keeping highways and roads (geodetic) provides for the owner (§
9. 2 of the Act).
(3) the smallest range of evidence of local communications includes the length of the
local roads i. to III. the classes in the km, the number and the total length of bridges
in km on them and the amount of funds spent on their
construction and particularly their maintenance.
§ 6
Tours of the communications
(1) the Tour provides the owner or Manager of the communication in question and the
the result keeps a record. The tour is divided into regular, main,
emergency and safety inspections of communications listed in
the trans-European road network ^ 16).
(2) Regular inspection is determined primarily by the correct function of the transport
marking, safety devices and defects in the skiing conditions on (feasibility)
the following time limits:
Freeway and Expressway. .. every working day,
other roads class I. .... twice a week,
Road II. class. .... twice a month,
the road III. class. .... 1 x a month.
§ 7
The main and the emergency inspection of communication
(1) unless provided otherwise below, provides the main tour
the owner or Manager of the communication concerned, where appropriate in cooperation with the
natural or legal person responsible for the data acquisition systems
management of the ground. The aim is to identify building tours
technical condition of the communications, including its parts and accessories.
(2) the inspection shall be carried out:
and new or) when placing the reconstructed section into service of communication
and before the end of the warranty period,
(b)) when the inventory of communications.
(3) the scope and implementation of the survey and recording method of the
These are listed in Appendix 2.
(4) an extraordinary tour provides the owner or Manager outside of the terms
common and major inspections, and in particular:
and sudden damage to roadway) (e.g., an accident, a natural disaster
scourge)
(b)) when the significant change of congestion (e.g. as a result of regulation
detours),
(c)) at the need to get the input data for road management systems.
(5) the data obtained from the main or outstanding inspection can be effectively
updated diagnostic measurements of variable parameters and is used
When recording and management systems with the ground.
Section 7a
Security inspections
(1) safety inspections ^ 17) means an assessment of the impacts of construction,
technical and operational characteristics of the communication on road safety
When operating in its use and evaluation of the risks that arise from
properties of communication for road users. Safety
inspection ensures the owner or Manager of communications listed in
the trans-European road network. Safety inspection performed by the auditor
road safety together with at least one other
a natural person.
(2) safety inspections shall be conducted once in 5 years.
(3) the minimum range of safety inspections is given in annex No 11.
§ 8
Tours of the bridge structures
(1) tours of the bridges are divided into regular, main, control and emergency.
(2) guided tours of the bridges secures their owner or
administrator. Obligation of the survey takes in the time of the suspension
the bridge from the operation or before re-commissioning.
(3) the extent and method of carrying out searches of bridge structures, their
intervals, keeping a record of these and other details are listed in the
featured ČSN 73 6221.
(4) when the findings of the critical state of the bridge must be urgently carried out
measures necessary to ensure the safety of operations, in particular the closure of the bridge
and the designation of the detours, the interim fix the broken places, etc.
§ 9
Maintenance and repair of communications
(1) the purpose of the maintenance and repair is to remove the defects in the skiing conditions on, wear
or damage to the communication, its components and accessories. The scope and
How to perform depends on the evaluation of the results of inspections. on
the recommendations of the management system with the ground.
(2) are also part of the maintenance of the measures immediately after the findings of the
defects provide direct the traffic on the bad sections of the communications. It comes
in particular:
and) roadblock objectionable (including zavátého) section,
(b)) indicate a detour and the location of the relevant road signs and
the device,
c) immediate temporary ensure safety (e.g. optical
compensation restraint devices, emergency support or overlay sinks and
landslides, removal of hard barriers).
The measures carried out under letters a) and b) the administrator is obliged to immediately
notify the competent road administrative authority.
(3) according to the extent and nature of work activities referred to in the preceding paragraphs
they are divided into a regular and continuous maintenance and repair.
(4) routine maintenance includes minor locally defined work, including
care of the road.
(5) the Continuous maintenance includes, in particular, more work for
conservation and to restore the original properties of the road communication recovery
or improvement of variable parameters its layer.
(6) construction work within the corrections to eliminate defects, wear
or damage to the communication, its components and accessories, or. with
improves the quality of the construction, and increasing the safety of the operation. Repair occurs
the restoration or improvement of all parameters of the road, where appropriate, to improve the
some of the parameters of other components and accessories for communication.
(7) the extent and method of the maintenance and repair of roads is set out in annex No.
5.
§ 10
Maintenance and repair of bridges
(1) maintenance and repairs shall be carried out in the framework of the technical care of bridges
on the basis of the technical documentation and the results of the surveys, diagnostic
the survey, respectively. documentation fixes. The obligation to carry out maintenance and repair
the bridge begins on the date of commissioning decision issue and persists in time before the
putting into service and the bridge at the time of his suspension.
(2) maintenance and repair of bridges (including the embankments and slopes below zářezových
them) secures the owner (Administrator) of the bridge. Maintenance and repair of communication,
watercourse, reservoir, another object, or a territory under the bridge (with the exception of
of the slopes). Foreign device on the bridge or below it secures
the owner (Administrator) of the device or of the territory, and this always after
the agreement with the owner (Administrator) of the bridge.
(3) maintenance and repairs of the bridge must not result in contamination of the area under
in particular, bridges, waterways and water-protected territory.
(4) the maintenance of bridges consists of a summary of the work which the bridges and their equipment
maintained in a safe and roadworthy, behind all-State sjízdném
weather and under normal traffic conditions. This maintenance is performed
on an ongoing basis throughout the year.
(5) in the repair of the bridge construction work carried out according to the approved
they remove the documentation recorded damage or defects.
(6) for more details on the maintenance and repair of bridges contains the recommended
ČSN 73 6221.
section 10a
Terms of the contract to provide the management and maintenance of motorways or roads.
class
(1) the part of the contract are always the following:
and the designation of the Contracting Parties), including the names and surnames of the persons authorized to
for them to act,
(b) the precise definition of the sections of the highway) or the road I class, which are
subject of the contract, that had them,
c) range, the method and time limits for troubleshooting in the skiing conditions on the
the winter and in the rest of the period,
d) fixing the price to carry out the management and maintenance of motorways or roads.
the class, including the method of payment and the period of her maturity,
(e) the effective date of the contract),
f) the period for which the contract is concluded,
g) penalties for failure of the contract,
h) how changes and termination of the contract,
I) additional terms and conditions, the content of which shall determine by mutual agreement the two Contracting
the parties,
j) signatures of the persons authorized to act for the Contracting Parties.
(2) the contract must also include special arrangements for security management
and maintenance of the highway or the road I class in crisis conditions. ^ 3a)
(3) the contract and its amendments, if any, must be concluded in writing.
PART THREE
TECHNICAL CONDITIONS FOR CONNECTING ROADS AND ADJACENT REAL ESTATE PROPERTY ON
COMMUNICATION
(article 10, paragraph 5, of the Act)
§ 11
Conditions for mutual connecting roads
(1) mutual road connections are set up so that your
location and follow the suit of road safety,
ensure the necessary transport performance required, terms and conditions
for smooth management and transit traffic flows and proper drainage.
The smallest distance of junctions on roads newly built,
the location and layout of intersections contains binding ČSN 73 6102 and more
details are listed in the recommended STANDARD ČSN 73 6101 and ČSN 73 6110.
(2) the determination of the boundary between terrestrial communications, the higher and lower categories
or class in the area of intersections and roads be fixed bushing
Annex No. 3, with the main communication is considered to be ground
communication of the larger meaning of the higher traffic categories, or
class.
§ 12
The conditions for connecting adjacent to roads and local real estate
communications
(1) the Descents and raids on the road and local communication can be established only
If they meet the following conditions:
and the view for the decision) roll on communication,
(b)), at least for the view user communication vehicle; the vehicle,
that stops when turning left at the exit, shall not impede the passage of the
other vehicles in a straight line, or it must be views from
the distance required to stop the vehicle,
(c) the mutual distance of the connection) viable in terms of safety and
the flow of traffic.
More detailed information is contained in the recommended STANDARD ČSN 73 6101 and ČSN 73
6110.
(2) the width of the exit or RAID must allow vehicles to smooth turn
from the road, or from a local road and exit at them. Parameters
junction of the arcs are contained in binding to ČSN 73 6102. If there is a
part of the exit or RAID the laissez-passer must have at least the rated
the lightness of trumpets:
a) 400 mm for the length of a pass to 6.00 m,
b) 600 mm for the length of a pass from 6.00 to 10.00 m and for the length of the pass
over 10.00 m when the inclination of the pass above 2%,
c) 800 mm for the length of the pass over 10.00 m when the inclination of a pass to 2%.
(3) Congress and the reinforcement shall RAID, which complies with the
the anticipated traffic, and is easy to clean the road
cover. Building design must be such as to prevent the transport of
rainwater on communication and its pollution.
(4) if the establishment of the exit and drive or that they modify. cancellation
invoked the need for a natural or legal person that is the owner of the
property or other rights it has, then this person by Builder ^ 4)
connection. In the case that the need for changes or cancellation of the exit or RAID
as a result of the implementation of the works on communication, is
the exit ramp Builder by Builder or the communication concerned.
(5) if it is established, civil or part of Congress modifies or
the RAID on the property's owner, the communication link real estate
or a person with other laws to ensure the prior consent of the real estate
the owner of the communication in question.
(6) the owner of the exit or RAID ensures proper maintenance of the entire
connections, including pass.
section 13 of the
Terms and conditions for the affixing of other real estate on the communication
(1) On the road, off the road speed, connect the equipment referred to
in section 1 (1). 2 (a). c) according to the local conditions so as not to be reduced
the fluidity and safety of transport, preferably on their transit
sections. These connections are set up odbočovacími and connection bars;
by decision of the administrative authority of the road may be allowed to connect
only a single-elimination segment, without a spool section.
(2) the equipment referred to in section 1 (1). 2 (a). (c)) shall be proposed to the right
on separate one-way lanes or strips, or on
areas separate from ongoing free width side-splitting zones
or find an island, or a horizontal traffic signs. On
the double-lane road or a local communication with low-intensity operations
can the road Administrative Office to enable level turning left, if it
does not compromise safety and the flow of traffic.
(3) the technical parameters of connection and junction bars
the finals and the inclusion of sections, arcs and radii of extension
Lane in the arch and rozhledové ratios are contained in the binding
ČSN 73 6102. Further details are contained in the recommended STANDARD ČSN 73
6101 and ČSN 73 6110. Determine the connection boundaries set out in annex 3.
PART FOUR
BUILDING COMMUNICATIONS
(section 16 (3) of the Act)
§ 14
Building modifications requiring notification
(1) notification of special building Office are subject to all of the work,
If they are not listed in section 15, shall not affect the rights of third parties and it is
about:
and the portal construction of traffic signs), technical equipment and their
components intended for the assessment, selection and control of the payment of the fee for the use of
the infrastructure and maintenance of bulk materials landfill
b) construction work which does not change the appearance of the building nor the way it is
use, does not intervene into the load-bearing structures or buildings does not increase
a permanent load of the bridge
(c) the maintenance work), the implementation of which could affect the stability of the
the building, its appearance, or the environment, and all maintenance work
at the construction site, which is a listed building or situated in the territory
conservation area or zone,
(d)), in which the communication editing to change the original length shall not exceed
1.3 cm for communications with adjacent buildings directly or directly
the adjacent sidewalks, at level crossings, bridges, in
telephone connection and in places where utilities are located, and other
leadership,
2.10 cm for communications, which are not listed in the previous point.
(2) subject to the conditions laid down in paragraph 1 are the following works
in particular:
and road and road side) over a range of common and continuous maintenance of listed
in annex 5,
(b) establishment of the frames to the road),
(c)) the local extension chokepoints road Crown and the road in the wild
the landscape,
d) increase or intensification of the sidewalk with the height by adjusting the eyeglasses frames,
e) redevelopment work in landslides or in voids,
(f) the renewal of culverts and the wall),
g) establishment of drainage chutes on the slopes of the road body
nadsvahových-gravel trenches or drainage ditches,
(h) establishment of other crossings) median strip,
(I) an existing or) building a new electric lighting
communication,
j) expansion of the existing paved areas on odpočívkách,
to) fix bridge or insulation systems on the bridges.
§ 15
Construction work and activities that do not require notification
(1) a building permit nor report a special building Office with
not required for work carried out on roads within their maintenance,
If
and their implementation) cannot affect the stability of the construction (intervention in the
load-bearing structures), its appearance, or the environment,
(b)) are not carried out on the building site, which is a cultural monument, or
situated in a conservation area or zone,
(c) there is no spreading) communication, change its routes or
length,
(d)) cannot be without prejudice to the legally protected interests and rights of other persons,
including the rights that arise from contact with other means of communication
roads, utility networks, other lines, water and
water parts and with protected areas (sections 36 and 37 of the Act).
(2) a Work referred to in paragraph 1 are specified in annexes 5 and 7.
PART FIVE
GENERAL TECHNICAL REQUIREMENTS FOR COMMUNICATION
(section 16 (3) of the Act)
section 16 of the
Preparation of buildings, construction and construction work
In the preparation of buildings, construction of roads and their construction work
the process according to special regulations, binding ^ 6) Czech
the technical standards referred to in annex No. 1 under no 1 to 29. More
the details are contained in the best Czech technical standards
listed in annex No. 1 under no. 30 to 66. When construction work
existing roads must be according to local conditions improve
the quality of the communication by increasing security and the flow of traffic on it
or at least contribute to the homogeneity of the entire stroke.
§ 17
Design elements and categories
(1) the design elements of the communication must be chosen so as to provide all
users of the appropriate conditions for a smooth and safe ride in the light
to the communication function and taking into account the load únosného
territory. ^ 7)
(2) design elements and arrangement of communications depend on the choice of design
category communication, which is chosen by the prospective transport intensity,
the characteristics of the territory. buildings and the General technical and
economic context.
(3) any communication design category is given by the width of the communication and
design speed. The design speed is the speed at which they can
After this communication safely drive through the individual vehicles. Details
to the range design speed for each design category
communications contain featured ČSN 73 6101 and ČSN 73 6110.
section 18
Directional and vertical lines
(1) directional and excavation routes of communication must be matched
and adapted to the means of the importance and the communication category, as well as
Security and the flow of traffic on it.
(2) the Minimum design values of the direction and elevation of the elements are designed
only in justified cases and shall not be combined or used shall not be
in and near intersections or on other sites critical of
for safety operation.
(3) the length of the vision must be across the newly built route communications
equal to the runway needed to stop before an obstacle on the road.
(4) on the road with one lane must be bidirectional in order to
sections with greater than the minimum length of the vision for overtaking involved what
the total length of the largest degree of communication and increase her what
evenly as possible.
(5) to the smallest Details the design values of the direction and altitude
elements of the largest longitudinal and resultant tendencies, the smallest lengths
vision for stopping and for overtaking contain featured ČSN 73
6101 and ČSN 73 6110.
§ 19
A transverse arrangement of the sections between junctions
(1) Crown communication includes driving, additives and associated bars,
guide strips, kerbside, or medium or even side separating belt,
walkways and tracks or lanes for pedestrians and cyclists. Public walkways and
strips or bands for pedestrians and cyclists are not permitted in the Crown of the motorways
and expressways.
(2) Additional lanes for slow vehicles or an enlarged number of bicycles
the bars shall be established, in particular, to the sections in the pitch, if the share of
slow moving vehicles in the transport stream and their driving speed
cause an unacceptable reduction in the flow of traffic.
(3) the individual bars of a regular passenger transport on the roads are connected,
off the road speed, and on local roads in binding to CSN
73 6425.
(4) the Unsurfaced part of the hard shoulder must be wide enough to
facilitate and provide sufficient space for the location of the
components and accessories for communication, where it is necessary.
(5) the width of the median strip on the very narrow sections can be
reduce, however, must be preserved width necessary for fitting the retaining
the safety device. It must, however, be provided insight for
stop in the direction of the arc. Central southbound motorways and
roads must be fitted with a safety device-independent
for the other direction hyphenated clues communications safety
the device places depending on the intensity and track transport, enabled
driving speed and the width of the median.
(6) basic degree on the newly constructed road sections must be
at least 2.5% on refurbished in increments of at least 2%. For a more detailed
information on the roads, where the angle of Bank is changing two-sided to
single-sided, and the provisions of paragraphs 2 to 5 contain the featured CSN
73 6101 and ČSN 73 6110.
section 20
The intersection
(1) the shape of the intersection is chosen according to the intensity of the intersecting traffic
streams, intersecting categories of communications and the location of the junction in the
terrain. The nature and type of the junction and its design elements contains mandatory
ČSN 73 6102.
(2) when designing the level crossings must be secured best
rozhledové ratios, geometry of the junction shall be settled in accordance with its functions
as simply as possible, in order to be clear and understandable to the user and
to highlight the main and secondary directions in terms of priority in
driving.
section 21
Housing communication
Construction of the road and grading, drainage and communication
protection, the nature and quality of the materials used shall be designed on the basis of
the evaluation of the transport of the importance of communication, the kind of congestion
the subsoil and the climatic conditions under the Czech technical
the standards referred to in annex No. 1 No. 5 to 16 and 23. The details of the
natural body communication contain featured Czech technical standards
listed in annex No. 1 under no. 36 to 40, 44, 49 and 52.
section 22
The environment and integration into the landscape
(1) in the preparation and execution of works and communications building
is based on the requirements of the protection of nature and the environment by
the specific legislation. ^ 8)
(2) the integration of routes of communication into the landscape and planting of greenery are dealt with
considerate according to local conditions, with regard to protection against glare
and against adverse weather conditions (wind, snow, etc.).
Noise barriers along the communication must be built so as to what
to make integrated into the surrounding landscape, and there shall be established only
cases where it is not possible to reduce the harmful effects of traffic noise other
way.
Article 23 of the
Components and accessories
The technical and functional requirements for light-signalling devices
contain binding CSN 36 5601 and ČSN 73 6021. For details on the technical
design and space layout of other components and accessories
communications are listed in the recommended STANDARD ČSN 73 6101 and ČSN 73 6110.
section 24
Road signs, traffic and safety devices
(1) vertical and horizontal traffic signs shall be designed, implemented and
placed under a special prescription. ^ 2) contains more details
the recommended ČSN 01 8020.
(2) Artificial shades or hedges shall be set up in the median strip
sections of motorways and expressways, or between parallel
ongoing communications.
(3) the escape zone shall be established to ensure the safe operation
trucks on the extremely steep or long descents.
Zpomalovacími of Prague and elevated pedestrian crossing is enforced
compliance with the prescribed speed. Before the Governor in the threshold must
be equipped with the appropriate traffic signs under the special regulation. ^ 2)
Further details are listed in the recommended STANDARD ČSN 73 6101 and ČSN 73
6110.
(4) on motorways and dual carriageways are placed separately marked
emergency phone or other posts of the coupling device (sound)
connected to the dispatch centre operating 24 hours. Sounds
placed on the outer part of the shoulder with the passage from the structures,
usually after 2 km, and secure the shoulder guards.
§ 25
Public lighting
Highways and roads are always illuminate in a built-up area. Outside of this
the territory is only specific sections, such as. at border
crossings, in tunnels and in their adjacent sections, exceptionally, on the
intersections, subject to the conditions contained in binding to ČSN 73 6102 and ČSN 73
7507. Lighting can be established even in areas where it justifies the intensity
transport, or the frequency of pedestrians and cyclists. For details, see
featured Czech technical standards referred to in annex No. 1 under No 33, 34,
35, 49 and 51.
section 26
The rest stop
(1) the rest stop are built as part of the highways and expressways in accordance with
the nature of the service and in accordance with Czech technical standards referred
in annex No. 1. The rest stop are located in areas outside of the intersection.
In the basic version the rest stop parking area must be at least 25
passenger cars, 10 trucks, 4 buses, a sanitary
equipment of adequate capacity set out special legal
^ 8a) regulations and a 24-hour year-round, the source of drinking water and
electric current, relaxation areas with tables, benches and containers
to the trash.
(2) all newly built traffic and parking areas must rest stop
to be physically separated from the driving belt (belts) or motorway speed
the road and allow their use whether or not citizens left on trolley
for people with disabilities.
(3) details of the newly built odpočívkám when other roads
contains the recommended ČSN 73 6101.
section 27 of the
Transit and through-space
(1) the shape and dimensions of a transit and through-space determined by the
the width arrangement, category and class communication binding ČSN 73 6201;
except in the cases specified therein shall not interfere with any in this space
part of the buildings and equipment.
(2) the height of the bridge and in the telephone connection shall be at the
the basis of the shape and dimensions of transit and through space. In conversation
ČSN 73 6201 binding determines the safety distance between the upper contour of the
transit area and the lower edge of the structure, as well as
safety distance to any of the overhead line.
(3) pursuant to the provisions of paragraph 2 shall be determined, even the smallest free height above
the surface of the roadway and sidewalks.
section 28
The width of the bridge layout objects
(1) width and the number of driving belts. lanes, and
associated with the bars, the guide strips, road side, walkways and the Middle
reserve the bridge object or in the underpass provides a fundamentally
as well as the adjacent sections of the communications. With the approval of the road
the administrative authority is allowed to propose a reduction in justified cases
the width of the road side on bridges longer than 100 m, directional split
roads with traffic, pedestrians and cyclists excluded and further reduce the
the width of the emergency lanes. The bridge objects and in conversation with
proposed for the parking, stopping and the individual bars. Unsurfaced part
shoulder solidifies to form an object without přesypávky.
(2) belts for pedestrians or cyclists are taking place on the bridge objects
as a rule, when separated (elevated) sidewalks. The width of the public
pavement includes the width of the through-space. the width of the road barriers,
supports additional devices and the width increased beading, which extends
not more than 0.50 m in the transit area of communication. Emergency walkways are
ČSN 73 6201 are proposed according to the binding.
(3) a permanent pedestrian footbridges and subways must have permanent free width
at least 2.00 m.
section 29
Waste safety and stable equipment
(1) The containment level and the requirements for the location and construction of the
barriers and railing barriers contains binding ČSN 73 6201.
(2) the Barriers must also be placed where it is needed to protect the braces
in the underpass of the communication or to ensure road safety
into a fixed collision barrier.
(3) on the bridges with the holiday of up to 60 km/h speed can be separated
the sidewalks curbs ranging from reflective only 0.12 m 0.20 m.
(4) on the outside walkways, footbridges for pedestrians and cyclists, review
benches and ledges přesypaných objects at a height greater than 2.00 m
the railing is established according to the ČSN 73 6201 binding.
(5) For a permanent facility on the bridges are special prescription. ^ 9)
section 30
Load of bridge structures
(1) the bridge structures are designed for loads which are divided into two
classes:
and load A-class) for all bridges transferring Highway, road
I., II. classes, on the road III. classes that have been determined by the competent
administrative authority in the road, and the local communication I and II. class
(b)) load class B-for local communication III. class and the road III.
classes that were not designed to the class and to the provisions of subparagraph (a)).
Further details contains the recommended ČSN 73 6203.
(2) exceptional load bridges special vehicles or combinations that
for road traffic are admitted only to the authorisation, shall be assessed on
the basis of the static calculation as a special use of the communication in accordance with § 25
the law.
section 31
Load capacity of bridges
(1) the determination of the thermal bridges, or its designation on the bridges
provides the owner or Manager of the bridge.
(2) for all existing bridges on roads down load
According to ČSN 73 6220 binding; When you lower the load capacity (normal, exclusive
or one axle) must be fitted with the appropriate transportation tag. ^ 2)
§ 32
Tunnels
(1) the spatial arrangement of the tunnels on roads must comply with the
via cross section provided for under other provisions. Into this
cross-section must not-except for the retention of the safety devices-
to tamper with any part of the buildings, structures and equipment
(lighting, ventilation, signalization, traffic signs, drainage,
electrical equipment, etc.).
(2) the minimum width of the carriageway between the borders for a driving belt in
tunnel oven 7.50 m, the smallest width of traffic lanes in the tunnel
It is 3.50 m and guide strips of 0.25 m. the smallest width of official sidewalks
is 0.75 m height clearance of the tunnel is usually 4.50 m.
(3) the detailed conditions for the transverse arrangement of tunnel safety
construction work (emergency and escape routes Turnable bays), and equipment
the tunnel (lighting, ventilation, safety devices, operations management)
contains binding ČSN 73 7507 depending on the length of the tunnel, the category
communication, design speed, intensity and organization of road
operation.
§ 33
Gallery and similar devices
(1) in areas where the traffic on the roads may be vulnerable to the fallout from the
stones, other foreign objects and avalanches, are set up in the odřezu
shelters (Gallery) or similar protective structures, for example. protective nets,
the capture of the wall and other facilities according to ČSN 73 6201 binding; more
the details are contained in the featured ČSN 73 6101.
(2) the requirements for transit through space, and the width and height
the arrangement, design guidelines (e.g. protection of broken down props) are
the same as for underpasses (section 27).
§ 34
Wall
(1) Retaining walls and doorframes that immediately provide stability
solid communication, shall be designed according to the ČSN 73 6201 binding.
(2) the width arrangement of transit space above the nepřesypanými support
the walls higher than 2.00 m and principles for designing the retention
safety devices are listed in the binding of ČSN 73 6201.
(3) the information to a paragraph 1 and of the width arrangement of clearance space
above the nepřesypanými of the support walls with a height of less than or equal to 2.00 m above the
přesypanými the support walls, regardless of their height and along the retaining
the walls contain featured Czech technical standards referred to in annex No. 1.
under no 40, 49, 52, 57.
§ 35
Culverts
Culvert in the housing, communication is the object of the transferring of surface water with
any shape with a hole in the vertical lighting, 2.00 m, inclusive.
The dimensions of the openings of the culverts shall be determined by calculation, and hydrotechnickým
the smallest dimension of the hole is 600 mm. Details modifies the binding ČSN 73
6201.
section 36
Acoustic walls and bulwarks
(1) the noise barriers along the road shall be located outside the
transit and through-space according to their resistance to
impact of vehicles and deformation, depth or offset crash barriers. In the wall
more than 300 m escape holes shall be not more than 150 m.
Details of the location of the noise barriers include featured ČSN 73
6101 and ČSN 73 6110.
(2) If on the outer edge of the sidewalk on the bridge placed noise-protection
wall, must always be maintained perpendicular space according to the binding
ČSN 73 6201.
(3) Natural mounds are placed vegetation or procure another protection against
erosion. Wall combined with natural mound less than 1.50 m protects
svodidlem.
PART SIX
§ 37
The minimum scope of the audit of the safety of road infrastructure
The minimum scope of the audit of the safety of road infrastructure ^ 17) is given
in annex 12.
§ 38
Scopes related to the audit of the safety of road infrastructure
Scopes related to the audit of the safety of road infrastructure are
traffic engineering and traffic engineering.
§ 38a
The scope and content of the training of Auditors of road safety
(1) the scope of training to obtain the necessary knowledge, skills and
procedures for auditing the security of roads is 40
hours. Training is focused on
and accidents and theory) road safety,
(b) the formation of safe roads) road and
(c)) the legal and technical standards for road safety and
audit of the safety of road infrastructure.
(2) the training consists of theoretical teaching in 24 hours, practical
teaching in the range of 16 hours and the processing of the case studies.
(3) periodic training shall be carried out in the form of theoretical instruction in the range of 16
hours with a focus on enhancing and maintaining the knowledge gained by
of paragraph 2.
section 38b
The test to demonstrate the competence of Auditors of road safety
communications
(1) the test to demonstrate the competence of the Auditor security
the infrastructure consists of a written test and an oral interview
before the examining board.
(2) the written test consists of 45 questions divided into 3 groups according to the
thematic training referred to in section 38, paragraph 1. Each group
consists of 15 questions. Each question is assigned 4 possible answers, from the
which only 1 is correct. Each correct answer is 1 point.
(3) the oral interview consists of open-ended questions to examine the deeper
knowledge of thematic topics referred to in paragraph 2 and the mutual
context.
(4) the result of the test shall be assessed by grade of "pass" or
"failed". To assess the degree of "passed" you need to get in the test
at least 39 points and correctly answer questions from at least two thematic
circuits at an oral interview.
(5) the Protocol of the test result, contains
and the "Protocol on) indication of the result of the test to demonstrate the professional
the eligibility of the auditor of the safety of road infrastructure ",
(b) the name or names), surname, birth date and home address
of the test,
c) place and date of the test,
(d)) the total test result and
e) name, surname and the signatures of all the members of the examination Board.
PART SEVEN
ROAD CLOSURES AND DETOURS AND SPECIAL USE OF COMMUNICATIONS
§ 39
Road closures and detours
(section 24 para. 9 of the Act)
(1) an application for a permit closures and detours of communications regulation includes:
and accurate determination of closures by) mark the distances in km and meters from
the beginning of the communication concerned (hereinafter referred to as "the station"), or
Gazetteer,
(b)) duration of the closures with the eventual possibility of interruption in days
public holidays and public holidays,
(c)) the reason for the closures (if the reason the execution of construction work as well as their
the scope, method of implementation and identification of the person who has carried out this work),
(d) route detours) proposal for including graphic attachments,
(e)) the name or names and surname of the officer responsible for the
organizing and security actions, which is the reason of the request,
address and telephone connections to his workplace and residence,
(f)) if the requested duration of road closures and detours more than three
days, and if the works schedule must be provided
containing the quantity and timing of the individual types of work,
(g) the transport authority concerned) If you will require the temporary closure
relocation of bus stops line passenger transport.
(2) unless an accident (section 24 para. 8 of the Act), the application for authorisation
closures shall be forwarded to the competent road administrative authority no later than 30
days before the date of the desired conclusion of the communication.
(3) the designation of road closures or detours modifies the specific prescription. ^ 2) in the
the cases referred to in paragraph 1 (b). (f)) must be at the beginning of closures
In addition, the directories located, indicating the start and end
closures, the name and address of the legal person, where applicable, the name and address of the
the natural person at whose request it was closure enabled.
(4) the decision to permit closures and detours of the regulation provides:
and precise indication of the closures by) the alignment of the communication in question,
where appropriate, the gazetteer,
(b)) duration of the closures,
(c) the determination of the route detour)
(d)) the name or names and surname of the officer responsible for the
organizing and security actions (works),
(e) the location of the stop line passenger) transport, as long the closure requests
its temporary relocation,
(f) road signs in) the determination of the place of route closures and detours.
section 40
Special use of communications
(§ 25 para. 13 of the Act)
(1) an application for the authorization of the special use of the communication presents the
Road administrative authority that, in whose interest or because of the activities of the
to be a special use of communication enabled; If such a reason
the construction works, the contractor shall submit an application, if the competent road
the Administrative Office provides otherwise.
(2) the application for authorisation of a specific use under § 25 para. 6 (a). and)
the Act includes:
and) the purpose, scope and duration of transport, whether and when it will be repeated,
(b) route transport), specifying the course route and approximate
specifying timesheet transport,
(c)) the type, the type and registration of vehicles, to be in
the transport used,
(d)), the number of vehicle weight, the load of the individual axles and wheelbase,
the number, size, and type of tyre inflation pressure for each axle, the smallest
the turning radius of the vehicle or rig and the smallest
outer turning radius,
e) diagram of the vehicle or combination, with an indication of dimensions and the location of the
cargo.
(3) Transport under the preceding paragraph with a total weight of more than
60 tons or oversized ^ 10) can be enabled only in exceptional cases, if the
the applicant shows that it is not technically real to reduce weight or dimensions
the transport or use of another mode of transport and that the load capacity of bridges and
the load carrying capacity of the roads certified to implement the static assessment
transport.
(4) the application for authorisation of a specific use, pursuant to section 25 para. 6 (a). (b)), and
(f)) of the Act contains the requirements set out in paragraph 2 (a). a) to (c)), and
in paragraph 5 (b). (d)); in the case of special use pursuant to § 25 para. 6
(a). (f)) of the Act, the application also contains a proposal for a method of protection of the road
the affected roads or local roads from damage.
(5) the application for authorisation of a specific use under § 25 para. 6 (a). (c)) to
e) of the Act provides:
and accurate determination of the place), the purpose and duration of the special use and the manner of its
(what kind of realization of the works, what method of sales and in what
the device, what range of events, etc.),
(b)) first and last name of the person who has the progress of special use
answer, his date of birth, phone, and address (for legal entities
their name, address and IDENTIFICATION NUMBER),
(c) the estimated impact of the special use) (or, as this use of tourism
induced) safety and traffic flow on segment
communication and proposal for solving the situation,
(d) the authorisation for the operation of the subject) activities in the framework of the special use,
If such authorisation is required by the specific provisions, ^ 11)
(e) the opinion of the concerned administrative offices), if necessary by
the specific legislation. ^ 12)
(6) the application for authorisation of a specific use under § 25 para. 6 (a). (g))
the Act contains
and) the purpose, scope and term of special use,
(b)) first and last name of the person who has the progress of special use
match, his address and date of birth, telephone (with legal entities
name, registered office and identification number),
(c) the route of movement of the vehicle),
(d) basic technical data of the vehicle)
1. type of vehicle,
2. make, type (if identifiable),
3. the serial number (if indicated on the vehicle),
4. dimensions (length, width and height),
5. operating weight, where appropriate, the maximum technically permissible mass,
6. number of axles and axle load,
7. lighting equipment of the vehicle (type, number and location)
8. the maximum design speed,
(e) the vehicle contour) diagram, in which the dimensions of the vehicle are marked and
the location of lighting equipment, or vehicle photos from the front, from the hips and
from the rear.
(7) the authorisation of a specific use under § 25 para. 6 (a). and) Act
contains the route, method and time of carriage; It can also contain, in particular,
speed driving, escorts and other measures to ensure the safety and
the flow of traffic, the protection of other road users, roadways, bridges, and
railway equipment (level crossings, the tracks, the catenary), leadership and
other engineering networks, owners of adjacent real estate, etc.
(8) in the authorization referred to in paragraph 6 may be further saved to the applicant
in writing to all affected by the administrative authorities and the owners of the real estate
the necessary construction and other edits. In the notice, the applicant
indicate the execution time (or delete), place, purpose, scope and
a simple technical description of the adjustments. They relate to the necessary adjustments
railways, utility networks and other lines, waterways,
water and other works and protected areas, proceed as
the specific legislation. ^ 12)
(9) to enable a special use according to § 25 para. 6 (a). (b)), and (f)) of the Act
It contains the same elements as the application for the authorization referred to in paragraph
4.
(10) to allow the use of special methods in accordance with § 25 para. 6 (b), (c)) to
e) of the Act provides:
and accurate determination of the place), the purpose and duration of the special use and the manner of its
(what kind of realization of the works, what method of sales and in what
the device, what range of events, etc.),
(b)) first and last name of the person who has the progress of special use
answer, his date of birth, phone, and address (for legal entities
their business name, registered office and IDENTIFICATION NUMBER),
(c)) the determination of the road markings, if is a special use of the raised
his need or change,
(d)) and how putting a communication to its original state (cleaning,
cleanup, etc.).
(11) special use according to § 25 para. 6 (a). g) of the Act
contains
and the determination of the route of movement of the vehicle) and the time in which the specific use
permissible,
(b)) first and last name of the person who has the progress of special use
match, his address and date of birth, telephone (with legal entities
name, registered office and identification number),
(c) the technical requirements of the vehicle)
1. ensuring the proper technical condition of the braking system,
2. no leakage of fluids,
3. vehicle equipment functional lighting equipment (spotlights with
the low lights, front and rear position lamps, front and rear
directional lights and design speed of 6 km/h also brake
of light), which has its location and color match special
legislation. ^ 12a)
(12) the authorisation referred to in paragraph 11 may include the determination of terms and conditions
the accompanying vehicle, or other conditions to ensure the safety,
fluency and the protection of other road users or the requirements of the
the special character of the vehicle (use of portable lights, kits
the use of hazard warning device of orange color, etc.). In
the authorisation shall also lay down the condition that self-propelled work machines or
trailers of tractors which are fitted with pneumatic tyres, must be
When driving on communication equipped with so as to avoid damage to the road,
and that it was supported by the device must be secured so as to prevent their
towing, to communicate.
§ 40a
The amount of compensation for providing police escorts
(1) the amount of compensation for providing police escorts shall be determined as
sum of the amount of $ 600 for each calendar day on which police
escorts provided, and the total amount of the additional costs associated with the
by providing police escorts.
(2) other costs associated with providing police escorts are
and 400 Czk) per 1 hour service officers involved in the police
escorts
(b)) 15 CZK per 1 km of crazy staff vehicle of the police of the Czech Republic,
that was used when the police escorts, and
(c) the cost of materials consumed) by the police of the Czech Republic in
a police escort, with the exception of fuel.
PART EIGHT
THE SCOPE, METHOD AND TIME LIMITS FOR TROUBLESHOOTING IN THE SKIING CONDITIONS ON
(§ 27 para. 7 of the law)
§ 41
Basic provisions
(1) Winter maintenance, according to the order of the importance of mitigating the glitches
arising from the weather and winter conditions, at a situation in
skiing conditions on roads and in the feasibility of local roads and transit
sections of roads.
(2) winter maintenance is carried out according to the schedule of winter maintenance. In a normal winter
the situation of the owner (admin) removes or at least mitigate the communication
defects in the skiing conditions on (feasibility) communication within the time limits
the plan provided for winter maintenance, a specimen of which is given in annex 6.
(3) the measures before the start of winter maintenance and technology overview
used in winter maintenance are detailed in the annex No. 7, pattern
Journal of winter maintenance and the method of its evaluation are listed in
Annex No. 8.
(4) for the purpose of this order is the winter time from 1. November to
31 March of the following year. During this period, performs a winter maintenance
According to the schedule of winter maintenance. If there is a winter weather situation outside the
This period, defects in the skiing conditions on (feasibility) communication
without undue delay, appropriate to the situation.
§ 42
Winter maintenance plan
(1) for the purposes of the plan are the road winter maintenance activities be allocated according to the order
the importance of the following:
and order)-the road I class and enjoys important road II. class
(b)) II. order-the remaining road sections II. not included in the class as well.
the order and transportation significant road III. class
(c)) III. order-other roads (III). not included in class II. the order and
maintained usually only pluhováním,
(d))-roads, unmaintained on which is not operated by personal line
to the right, and where it is not necessary for their slight importance of transport
to perform winter maintenance [on this fact, users must be
notified in the manner prescribed in the specific rules ^ 2)].
(2) the processing plan winter maintenance for local communication decisions
the municipality according to the size of the village and the transport of the importance of local roads.
If municipalities decide on handling plan ensure skiing conditions on local
communication i. to III. class, shall take into account this order of importance:
and order)-speed and the collection of the local communication with the public
by public transport, and with regular passenger transport, access local
communication to medical facilities and other major local
communication,
(b)) II. the order-capture local roads not included in the order and I.
an important local road,
(c)) III. order-other the local road,
(d))-local road unmaintained, on which there is no need to perform winter
maintenance of traffic (on this fact to the irrelevance of the municipality
notifies the user in place of the usual way).
§ 43
Highway and expressway
(1) defects in the skiing conditions on the cushion on all ongoing road
stripes, then gradually on the lane intersections, lanes for
slow vehicles on paved areas, on arrivals and exits from
odpočívek and odpočívkách. Then mitigate the defects in the feasibility
odpočívek, always in daylight.
(2) under adverse weather conditions, alleviate malfunctions
in the skiing conditions on at least one lane in each driving direction.
(3) for sprinkling or spraying shall be carried out in principle chemical rozmrazovacími
materials, particularly through the mechanisms or devices which
allow accurate dosing and spreading chemical
gritting of the substances on the road. Buffer materials are used
only in the case where, for a given segment of a prohibited use of chemical
gritting materials, or where their use could not be in
due to the weather situation to alleviate deficiencies in the skiing conditions on.
§ 44
Other roads
In the performance of winter maintenance in accordance with the approved plan of the winter maintenance
It's such an available technology that best meets the local
the conditions and the order of the importance of the road (section 42 (1)):
and order)-keeps the whole width and length of the road
1. ice and residual layer of snow after the pluhování of a thickness of less than 3
cm removes chemical rozmrazovacími materials, scattering
2. the slipperiness of ice and snow layers when the ineffectiveness of chemical
gritting materials, zdrsňuje materials for zdrsňovacími granules
(b)) II. order-the same technology as in the order that in the event of
buying the roads leave the uježděné snow layers that are
zdrsňují floured zdrsňovacími materials. Sprinkling can be carried out only
in places where it's required conveyor communication status
(crossroads, United climb, sharp bends, the stop line passenger
transport),
(c)) III. the order-keeping the after treatment of roads i. and II. the order of the
the importance of pluhováním in principle, and in places where traffic demands
the technical condition of the communication is done by sprinkling zdrsňovacími materials.
§ 45
The deadline for the mitigation of the defects in the skiing conditions on highways and roads
(1) Communications Manager provide winter maintenance in order to instruct it to
initiate appropriate intervention was issued immediately after its discovery
needs, and that pluhování has been carried out already during the fallout of snow and
as needed, even after its termination.
(2) the period from when the formation of defects in the skiing conditions on motorways or roads
by the time the first exit mechanisms to mitigate this defect may not be in the
the winter season longer than 30 minutes. Outside the winter period, the defects in the
skiing conditions on relieve without delay.
(3) Private performances of winter icebergs must be ensured in these
the time limits from the grit of the mechanisms:
and) on motorways and dual carriageways ... to 2 hours,
(b)) on the road included
I order ... within 3 hours,
II. order ... to 6 hours,
III. order ... within 12 hours.
(4) the period referred to in paragraph 3 shall be valid for the highway and roads listed in
I order 24 hours a day, for roads listed in (II). and (III). the order of the
After the period provided for in the plan of the winter maintenance.
§ 46
The deadline for the mitigation of the defects in the skiing conditions on local roads
Municipalities provide practicability of local communications i. to III. classes in these
time limits:
and order of importance) I.................., within 4 hours
(b)) II. the order of importance of the ... ... ... ... ... ... ... within 12 hours,
(c)) III. order of importance ... after the treatment of communications I and II. the order,
but no later than 48 hours.
§ 47
Providing skiing conditions on cleaning of roads and bridges
(1) cleaning of roads is carried out in such cases and dates:
and after the winter period) on highways, roads class I and local
Road I class by 30. April, on the road II. and (III).
class and on local roads (II). and (III). class no later than 31 December 1998.
may (removal of zdrsňovacích materials, cleaning means
brands and equipment, etc.),
(b)) in the period to 30. November removal of fallen leaves and ensure
functional drainage
(c)) before starting work on a continuous maintenance or repair,
(d)) shall immediately upon detection of emergency pollution, especially for disaster
and disorders of the vehicles, which result in reductions of anti-skid
properties of bituminous road surface (spilled oil and fuel), or
When the risk of environmental damage, and that if the pollution
could not delete immediately, the one who is obliged to do so pursuant to § 28 para. 1 of the Act,
(e)), if possible, during the winter period of excess
zdrsňovacího material.
(2) the administrator of the highway or road provides cleaning their transit
sections in the same range and time limits as in the adjacent sections of Highway
or roads outside built-up areas.
(3) further details about cleaning bridges contains recommended ČSN 73 6221.
Section 47a
cancelled
PART NINE
CONTACT COMMUNICATIONS WITH WATER FLOW, TRACKS, ENGINEERING STRUCTURES AND OTHER
GUIDES
(§ 36 para. 8 and § 37 para. 1 of the law)
§ 48
The crossing of water flows
(1) for new bridges over streams must be in the form of the hole
preserved height of at least 0.50 m above the level of the design flow.
The design flow rates, spatial arrangement of bridge holes over other water
obstacles, the environmental assessment in backwater and cases where it is allowed to bypass
the water flow by the object, which is calculated by flooding of the strainer,
as well as other conditions of the crossing with the water contains binding ČSN 73
6201.
(2) if the communication crosses the waterway transport and a significant within the meaning of
specific rules, or ^ 13) must comply with the conditions laid down by the bridge opening
special provision. ^ 14)
§ 49
Cross lanes
(1) on the bridge objects through the electrified railways, tramways
or trolley bus of the track must be fitted with barriers (shields & networking
, etc.) against contact with live parts of the overhead line. In the case of coasters with
diesel traction must be equipped with protection against smoke gases.
The conditions for such barriers and protection involve binding ČSN 73 6201 and
ČSN 73 6223.
(2) the establishment and security method level crossing roads and local
communications with an expensive in cases of small transport importance lays down
Special regulations ^ 2) ^ 3) and binding to ČSN 73 6380. For more details
they contain also featured ČSN 73 6101 and ČSN 73 6110.
§ 50
Leadership in housing communications
(1) when traversing the underground engineering networks with the road or local
communications must be technically and economically viable used
tunneling and puree. The main body should not be allowed on the highway, speed
of the road and speed local roads outside built-up areas of villages. When
the parallel imposition of a larger number of engineering networks inside the built
the territory of the municipalities of these networks is to be preferably store the combined routes
According to ČSN 73 7505 binding.
(2) the communication outside built-up areas of villages and into the tunnels may not be
to place the above-ground or underground network for the transport of flammable liquids,
hydrocarbon gases in the zkapalněném State, or other flammable or
explosive media.
(3) the smallest permissible coverage of underground engineering networks contains
binding to ČSN 73 6005. For more details about how and spatial
the arrangement of the contact communication with engineering structures and other lines
contain featured Czech technical standards referred to in annex No. 1 under no.
49, 51, 65, and 66.
§ 51
Leadership on the bridge objects
(1) the conditions for the conduct of the foreign device on the bridge of the object when it is
crossing or overlapping with the ČSN 73 6201 it modifies the binding.
(2) after the bridge object in its holes and in distance protection
the bandwidth of the cable must not be laid in gas pipeline, pipelines or other
Foreign facilities if the location, operation and sudden disturbances
could cause the destruction of or damage to the bridge object, to defend his
maintenance or endanger the safety of traffic on the bridge.
PART TEN
CONTROL WEIGHING OF VEHICLES
Low-speed check weighing
(To section 38b (6) of the Act)
§ 51a
How to perform a low-speed checkweighing
The driver of the vehicle hit the device for checkweighing, where it is carried out
low-speed check weighing. Weighing is carried out in the presence of
the driver and other members of the crew in the cabin of the vehicle.
section 51b
The elements of the document about the result of the low speed checkweighing
(1) a document must contain
and) date, time and place made checkweighing, low-speed
b) manufacturer and type designation weight, which was carried out
low-speed check weighing, including serial number and data
the validity of the verification of this established according to a special legal
prescription ^ 18),
(c)), indication of the maximum permitted weight of the vehicle, the maximum permitted
weight on the axle and the Group of axles of the vehicle, an indication of the immediate
mass of the vehicle, or an indication of the immediate load on the
the axle of the vehicle and on vehicle dimensions measurement data and its
cargo arising from the special legal regulation ^ 10),
(d)) the measurement result immediate weight on the axle and axle group
the vehicle and immediate vehicle weight,
(e)) the exceeding of the maximum permitted weight on the axle and vehicle
the Group of axles in kilograms and as a percentage under a special legal
prescription ^ 10) after deducting the relative error of measurement based on the
special legal regulation ^ 18) and exceeding the largest
authorised mass of the vehicle in kilograms and as a percentage under the Special
Law ^ 10) after deducting the relative error of measurement laid down on
under a special legal regulation ^ 18),
(f) exceeding the dimensions of the vehicle) or cargo arising from the
special legal regulation ^ 10),
(g)) the name or name, surname, date of birth, address space
permanent or other residence or residence in a foreign country and State
the jurisdiction of the driver of the vehicle,
h) license plates, factory brand and vehicle type, distinguishing
sign of the State of registration of the vehicle,
I) status, the odometer of the vehicle upon arrival at the control
Instead,
(j) the designation of the operator) ^ 17) vehicles or of the towing vehicle kits
(name, address, identification number of the person, if any, in the case of
a legal entity or a natural person entrepreneur; the name or
name, last name, social security number, if assigned, otherwise, the date of birth,
address of permanent or other residence or domicile abroad,
in the case of a natural person),
to) the name or name, surname and signature of the competent representative of the
the owner of the infrastructure or its designee or region,
the weighing, or its designee, who took part
checkweighing, low-speed
l) the name or names and surname of the person carrying out the low-speed
checkweighing,
m) a written statement of the content of the document to the driver of the vehicle along with its
signature,
n) registration markings of the special use permit (if it has been issued according to §
25 of the Act),
about) the method of payment of costs associated with low speed control
weighing,
p) date and time of the copies of the document,
q) indicate the cargo sender (name, address, identification number
person, if it was allocated, in the case of a legal person or a natural person
entrepreneurs; the name or names, surname, permanent address
or else stay or residence in a foreign country, in the case of a natural person).
(2) the model this document is given in annex No 10 point 1.
High speed check weighing
(Section 38d, paragraph 5, of the Act)
§ 51 c
The elements of the document about the result of high-speed checkweighing
(1) a document must contain
and) date, time and place of the inspection carried out by the high speed
Dear,
b) manufacturer and type designation weight, which was carried out
high speed check weighing, including serial number and data
the validity of the verification of this established according to a special legal
prescription ^ 18),
(c)), indication of the maximum permitted weight of the vehicle, the maximum permitted
weight on the axle and the Group of axles of the vehicle, an indication of the immediate
mass of the vehicle, or an indication of the immediate load on the
the axle of the vehicle resulting from a specific legal
prescription ^ 10),
(d)) the measurement result immediate weight on the axle and axle group
the vehicle and immediate vehicle weight,
(e)) the exceeding of the maximum permitted weight on the axle and the Group
axles in kilograms and as a percentage under a special legal
prescription ^ 10) after deducting the relative error of measurement based on the
special legal regulation ^ 16) and exceeding the largest
permitted weight in kilograms and as a percentage under a special legal
prescription ^ 10) after deducting the relative error of measurement based on the
special legal regulation ^ 16),
f) license plates of a vehicle or combination of vehicles where the tractor
make and type of vehicle, the distinguishing sign of the State of registration
the towing vehicle, trailer license plates, factory
the make and type of vehicle, the distinguishing sign of the State of registration of the mount
of the vehicle,
g) photograph of the vehicle or combination of vehicles where the tractor and its State
license plates, photo, trailer, and his state license plate
brand,
h) indication of the operator ^ 17) vehicles or of the towing vehicle kits
(name, address, identification number of the person, if any, in the case of
a legal entity or a natural person entrepreneur; the name or
name, last name, social security number, if assigned, otherwise, the date of birth,
address of permanent or other residence or domicile abroad,
in the case of a natural person),
the owner of the mark I) infrastructure or its designee or
the County provides a weighing, or its designee, which carried out the
high speed check weighing,
j) the name or name, surname and signature of the authorised person of the owner
infrastructure or its designee or region, provides a
Dear, or its designee,
k) method of payment of the costs associated with high-speed control
weighing,
l) date and time of the copies of the document.
(2) the model this document is given in annex No 10 point 2.
PART ELEVEN
FINAL PROVISIONS
§ 52
cancelled
§ 53
The effectiveness of the
This Decree shall take effect on the date of publication.
Minister:
Ing. Roman v. r.
Č. 1
A LIST OF RELATED CZECH TECHNICAL STANDARDS
Binding the Czech technical standards
1. the CSN 36 5601 Light signaling devices. The technical and functional
requirements. SSZ for traffic control, SSZ for highlighting
dangerous places.
2. ČSN 73 6005 spatial arrangement of networks of technical equipment.
3. STANDARD CSN 73 6021 Light signaling devices. Location and use
signals.
4. the CSN 73 6102 Designing road junctions.
5. ČSN 73 6114 Road infrastructure. The basic provisions for the
designing.
6. ČSN 73 6121 construction of roadways. Compacted asphalt layer.
7. the CSN 73 6122 construction of roadways. Cast Asphalts.
ČSN 73 6123 8 construction of roadways. Cementobetonové covers.
9. the CSN 73 6124 construction of roadways. Aggregates hardened hydraulic binder.
10. The CSN 73 6125 construction of roadways. Stabilized bases.
11. The CSN 73 6126 construction of roadways. Nestmelené layers.
12. The CSN 73 6127 construction of roadways. Marbled milk layer.
13. The CSN 73 6128 construction of roadways. Pressed layer.
14. The CSN 73 6129 construction of roadways. Sprays and paints.
15. The CSN 73 6130 construction of roadways. Emulsion sludge layer.
16. The CSN 73 6131 construction of roadways. Tiles and panels.
Part 1: the covers of floor tiles
Part 2: the covers of road sections
Part 3: covers from the growing segments
ČSN 73 6201 17 design of bridge structures.
6. ČSN 73 6207 Design of prestressed concrete bridge structures.
19. ČSN 73 6212 Designing wooden bridge structures.
20. ČSN 73 6213 Designing masonry bridge structures.
21. The CSN 73 6220-carrying capacity and evidence of road bridges.
22. ČSN 73 6223 protection against contact with hazardous live parts
the contact line system and against the effects of exhaust gases on the subjects above
the rails of the national railways and sidings.
23. ČSN 73 6242 design and implementation of roadway bridges road
communications.
24. ČSN 73 6266 shock-absorbing barriers bridges over roads.
25. ČSN 73 6380 railway crossings and crossings.
26. ČSN 73 6425 Bus, trolley bus and tram stops.
27. ČSN 73 7505 Combined routes of urban management of technical equipment.
28. The CSN 73 7507 Projektovanie tunelov on cestných komunikáciach.
29. The CSN 75 6101 sewerage network and sewage connections.
Featured Czech technical standards
30. ČSN 01 3466 road Drawings.
31. ČSN 01 3467 Drawings of bridges.
32. STANDARD CSN 01 8020 traffic signs on the road.
33. the CSN 36 0400 public lighting.
34. the CSN Lighting 36 0410 local roads.
35. the CSN 36 0411 Lighting of roads and motorways.
36. ČSN 72 1002 Classification of soils for highway construction.
37. ČSN 72 1006 Check compaction of soils and sypanin.
38. ČSN 73 0031 Reliability of building structures and subsoils.
The basis for the calculation.
39. the CSN P ENV 1991-1 principles of design and construction of the load. 73 0035
Part 1: principles of design
40. ČSN 73 0037 Natural pressure on the building structure.
41. ČSN 73 2401 implementation and control of prestressed structures.
42. the CSN P ENV 206 concrete. Properties, manufacturing, storing, and criteria
reviews. 73 2403
43. ČSN 73 2603 Implementation of steel bridge structures.
44. ČSN 73 3050 earthworks.
45. ČSN 73 6056 Parking and parking areas of road vehicles.
46. ČSN 73 6059 Servicing and repair of motor vehicles. Pumping station
of fuel. The basic provisions.
47. ČSN 73 6075 Navrhovanie bus staníc.
48. ČSN 73 6100 road Terminology.
49. ČSN 73 6101 Designing roads and motorways.
50. ČSN 73 6108 Forest transport network.
51. ČSN 73 6110 Designing local roads.
52. ČSN 73 6133 design and implementation of a grading land
communications.
53. the ČSN 73 6175 measurement of roughness surface.
54. ČSN 73 6177 measurement and evaluation of anti-skid surface properties
roadways.
55. ČSN 73 6192 Shock load tests of the roads and the subsoil.
56. ČSN 73 6200 Bridge terminology.
57. ČSN 73 6203 Loading bridges.
58. ČSN 73 6205 design of steel bridge structures.
59. ČSN 73 6206 Designing of concrete and reinforced concrete bridge
structures.
60. ČSN 73 6209 load tests of bridges.
61. ČSN 73 6221 tours of the bridges on roads.
62. ČSN 73 6244 road bridges Transitions.
63. ČSN 73 7501 mined underground design objects.
64. ČSN P 74 2871 Systems an additional building. General requirements and
testing.
65. the CSN 75 5630 Subways water pipe under the rail and road
communications.
66. the CSN 75 6230 Sewer subways under the railway and roads.
Č. 2
MAIN TOURS
The aim is to establish a uniform way of recording phenomena monitored within the framework of
the major tours. Part of it is the determination of the criteria for the assessment of
the established facts.
1.
IMPLEMENTATION PRINCIPLES THE MAIN TOURS
1.1. the main tour is carried out in the median location of the system, for
the highway is permissible and localization system line. In the case of local
communication with the system of data collection and their subsequent processing
adapt to the system used by the Mozilla localization.
1.2. the focus is on the entire body, including part of the communication and
accessories. In the case of a divided four-lane directional communication is
each of the driving belt taken as a standalone communication.
1.3. main tours of the bridges are carried out according to the recommended STANDARD ČSN 73 6221.
2.
HOW TO RECORD THE OBSERVED PHENOMENA
2.1. The road and communication (including hard shoulder) in disorders is being monitored
their scope (area, length), and location on the road. The phenomena found in the
during the major tours are supplemented by available data variables
parameters (roughness, longitudinal and transverse inequality, residual life),
the measured and evaluated on the basis of the applicable ČSN listed in annex No.
1.
2.2. the bridge structures are tracked according to ČSN 73 6220 and binding
featured ČSN 73 6221.
2.3. Grading, drainage device communication and other objects outside
Bridge Is recorded of their occurrence, location (position and length), civil
technical condition and functionality.
Classification of structural and technical condition
I. excellent without any apparent defects
II. for minor defects do not affect the functionality and immediately or
the life of
III. complying with more severe disorders having a partial influence on the functionality and
without maintenance or repair also on lifetime
IV. serious fault, almost non-compliant rendering functionality,
the service life is minimum
In the emergency control is broken, the lifetime is zero
2.4. other components and accessories for communication is recorded
occurrence location (position, length) and technical condition. Real state
is checked with the data in the Passport. Increased attention is paid to the State
road markings and transport equipment.
3.
EVALUATION OF DETECTED PHENOMENA
3.1. The road of communication (including hard shoulder)
Evaluation of detected phenomena is usually in systems management
the ground.
The design level of the violation of, depending on the traffic load
communications and its traffic importance.
Measurement and evaluation is carried out by the approved types of measuring instruments in
accordance with best CSN referred to under no. 53, 54 and 55 in annex No. 1.
In justified cases, the measurement must be accompanied by the probes into the construction
road conditions and laboratory testing of embedded materials.
When overlapping two or more disorders, is always given to the disorder
the most serious.
On the basis of the values of the characteristics of operational capacity and
or extent of individual failures, the roadway splits into the road
homogeneous sections and hashes to five classification and decides
How to maintenance or repair.
Maintenance (regular and continuous) or patch can be mostly suggest more
variants of the technology. Their selection is dependent on the
the economic assessment.
3.2. Evaluation of bridge structures discovered phenomena and the draft measures
carried out according to ČSN 73 6220 binding and featured ČSN 73 6221.
3.3. Grading, drainage device communication and other objects outside
bridge
The proposed measures correspond to the classification of the civil status according to section 2.3.
I. excellent-no action
II. matching-routine maintenance according to plan
III. good-normal, or continuous maintenance, inclusion in a plan of correction
IV. non-compliant-perform repair or continuous maintenance
In the emergency-immediate correction, reconstruction,
transport-organizational measures
Measures, with the exception of emergency conditions, are incorporated into the
the schedule of work for the next period.
3.4. other components and accessories for communication On the basis of the
the fact is the timetable adjusted later, Communications Manager.
Č. 3
THE DETERMINATION OF THE BOUNDARY BETWEEN THE LAND COMMUNICATIONS WITH EACH OTHER AND BETWEEN THEM AND
REAL ESTATE (SCHEME JUNCTIONS AND CONNECTIONS)
Figure 1-the intersection without routing the islets on the side
communication or with routing the islets off the free width of the major
communication
Figure 2-intersection with routing the islets on the side
communication
Figure 3-level junction with the separated bar for branching
to the right
Figure 4-the intersection with the separated bar for branching
to the right, and the connection bar
Figure 5-Circular intersection
Figure 6-cloverleaf interchange trubkovitá
Figure 7-cloverleaf interchange without průpletových sections or with
průpletovými sections
Figure 8-cloverleaf interchange kosodélná
Figure 9-real estate Connection (service facilities) to Highway,
road or local communication
Explanatory notes to your pictures
1. the boundary between terrestrial communications at the connection point is indicated
the pictures show a strong a dashed line. The fracture points boundaries are marked with the
a cross in places where it can be configured with milestones and ring on paved
the areas where the studs are used to indicate the quarries.
2. the part of the boundary followers grain direction main road is placed in the
the level of edge hardening on the main road (see Figure 1) or to the
the level closest to the side routing islets (see communication
figures 1 to 4).
3. the part of the boundary separating the branch connection is recorded as the connector
edge of the reinforcement of the island and the edge of the reinforcement at the beginning of the arc for
branching (branch junctions).
4. the boundary between the minor and major roads on circular intersection in
the connection point of the perpendicular from a point farther from the arc branch from
the roundabout to the axis of the side of communication.
Č. 4
cancelled
Č. 5
MAINTENANCE AND REPAIR OF COMMUNICATIONS
1.
ROUTINE MAINTENANCE OF ROADS
Routine maintenance includes small, locally defined work, whose needs
It was found in the searches of communications.
In particular the following work:
1.1. road maintenance and road side
-piecing asphalt covers
-piecing cementobetonových covers
-settlement and maintenance of paved covers
-maintenance of gravel guards
-scraping, replenishment, firming and cleaning of road side
1.2. maintenance of traffic signs, transport facilities and other
accessories (vertical and horizontal traffic signs and devices, mirrors,
sound, public lighting, light signaling devices used to
traffic management, rail, fenders, crash barriers, pružidla, directional
pillars, snow fence, storage and landfill maintenance materials, etc.)
1.3. maintenance of drainage works (culverts, ditches, gravel, chutes,
trativody and seepage pits, sewer, road, street drains and
splavenin traps)
1.4. the maintenance of slopes and embankments grading communication
1.5. maintenance of sidewalks and other non-motorist Communications Division
belts and traffic Islands
1.6. maintenance of surfaces and equipment odpočívek, parking and parking areas
and other components of communication (staničníky, milestones, speed bumps,
escape the zone, acoustic walls and bulwarks)
1.7. maintenance objects (tunnels, galleries, support, door frames, obkladní and
parapet wall, tarasy)
1.8. the treatment of road vegetation
2.
CONTINUOUS MAINTENANCE
Continuous maintenance includes more extensive work in the contiguous sections
for the conservation and restoration of the original property. The basis for the
the decision on the implementation of the results of the management systems
the ground, or the evaluated data from surveys of communications.
In particular the following work:
2.1. the restoration of the vozovkového formation, strengthening and modifying road pavements
and other non-motorist communications
-the road with asphalt cover housing recovery recovery of anti-skid
the properties of the housing renovation housing equality method using recycling
the original cover
-the road with cementobetonovým cover the restoration of anti-skid properties
cover of the renewal of the equality of the cover
-Road with a cobbled the cover or with the cover of road parts recovery
anti-skid properties and housing equality amplification
-gravel paver restoration equality housing boost
2.2. the restoration of individual types of components and accessories for communications (in the
a continuous stroke)
2.3. edit a grading and its security establishment of the walls
2.4. delete výmrazků in contiguous sections
2.5. the restoration of vegetation in contiguous stretches of road
3.
REPAIR
Fixes include in particular the following work:
3.1. the amplification or extension of the road and road side
3.2. setting up the sidewalks, their gain, respectively. the increase in length
3.3. removal of landslides, reinforcement of rocks in the excavations and odřezech
3.4. the removal of mining damage to housing communication
3.5. correction of Crown communication, including parts and accessories
3.6. the restoration of the objects referred to in point 1.7.
Č. 6
PLAN AND THE ORGANIZATION OF WINTER MAINTENANCE
1.
Plan a winter maintenance of highways
Plan a winter maintenance of highways is processed in two stages
-the operation plan of the individual centres of administration and maintenance of highways (hereinafter referred to as
"SSÚD")
-the operation plan of the Organization; the Organization shall submit the plan to a 20. October
The Ministry of transport and communications.
1.1. the plan contains SSÚD:
and the highway section) map at a scale of 1:50, 000, which will be marked:
-motorway sections maintained floured chemical rozmrazovacími materials
(red color), spraying chemical solutions (in blue) and
floured zdrsňovacími materials (yellow)
-post mechanisms for winter maintenance and working circuits
-storage zdrsňovacích grit over 1000 m3 (letters),
chemical materials above 100 t of gritting (letters CHRL) and
chemical solutions (CHR)
-the deployment of zásněžek along the highway (brown color)
-telephone connection (letter T)
-station radiotelephone stable stations (letter V)
-warehouses and fuel station (the letters PH-petrol, diesel)
-the location of the detector probes ice (letters HN)
(b)), in which part of the text:
-list of employees responsible for defects in the skiing conditions on mitigation and
feasibility of roadways, parking areas, walkways and a intelligence service
including their place of residence and telephone links
-list of employees enrolled in winter service, including their place of residence
and telephone links
-a list of contracted employees
-a list of important telephone and fax connection on head
employee organization, the other SSÚD, the central authority of State administration,
The police of the CZECH REPUBLIC, medical facilities, etc.
-a list of the sections of the highways, intersections and maintained odpočívek
-the list of sections of highways maintained floured chemical rozmrazovacími
materials, chemical solutions and zdrsňovacími posypovými materials
-organisation of the implementation of the intervention of winter maintenance-process optional
characteristics of climate and weather conditions in
the winter season in the given section of the highway
-Organization of the health check of the skiing conditions on the highway
-Organization of shifts and their management
-inventory storage and liquid materials for road winter maintenance and
their resources
-an inventory of materials, fuel depots and gas stations
-an inventory of the Habitat of the mechanisms, indicating the species and number of mechanisms
-description of the accommodation and catering conditions for winter maintenance personnel
-details of the agreed bailout in case of calamity situations
-method of obtaining weather reports and forecasts.
1.2. Plan of the organization contains:
and maintained highways) map at a scale of 1:50, 000, with an indication of the individual
sections and SSÚD
(b) the tabular overview of the amenities) mechanisms and devices for winter
maintenance, on the number of employees for the performance of winter maintenance and the amount of
grit and liquid materials by SSÚD
(c) the details of the agreed výpomocech) at the time of calamity situations
(d) a list of the staff of the Organization) are responsible for the performance of winter maintenance
Highways including phone connections and residence
(e) the Organization and ensuring) the way intelligence services
(f)) the presumed mode of assistance by individual SSÚD including links to
senior staff SSÚD
(g) the maintenance in winter mode) the protected area, in the area of resources
drinking water, on the bridges according to ČSN 73 6221 recommended.
2.
Plan of the winter maintenance of roads
Winter maintenance of roads plan presents road to the relevant administrative manager
the Office, to submit their comments and until 30 June. September workplace authorized
The Ministry of transport and communications. The plan consists of the following parts:
2.1. Mapping section:
and maintained network) map at a scale of 1:100, 000, with an indication of the order of the
the importance of winter service as follows:
I. order-Red
II. order-blue
III. order-yellow
unkempt-without marks
(b) route map) rides in the usual mechanisms of winter road conditions
the processes, taking into account the order of priority roads in the scale 1:50
000. There shall be marked:
-route (circuits) sypačů-full colour tours different footnote for each
route abbreviation shall be expressed:
CH-gritting chemical deterioration of material
Z-buffer for sprinkling
1-the ...-the circuit number
In-design your own capacity
D-design by a contractor.
(example: CH 12-in)
-the road maintained only pluhováním-dotted-line color
-the road-without any sign of a messy
(c) identifying routes) map pluhování, scale 1:100 000 or 1:50 000.
2.2. the text part:
and) person responsible for winter maintenance. Responsible for winter maintenance is
established organizational rules and Communications Manager job description
Senior employees.
For the performance of winter maintenance corresponds to:
-on the whole managed territory: head of winter maintenance, outside working hours
shift winter maintenance
-on the cestmistrovském circuit: during working hours, non-cestmistr
time authorized employee (dispatcher, shift supervisor)
-on the use of standby time: maintained by the driver, which is route
allocated and found on him at the time shift provided for the proper breakdown.
Any changes to records in the journal winter maintenance center
cestmistr.
(b)) the list of roads and maintenance according to the mileage technologies
An overview of the
---------------------------------------------------------------------------------------------
A total of tohoNeudržováno class
Road km Chem. rozmrazovacími zdrsňovacími just
materials pluhováním materials
---------------------------------------------------------------------------------------------
without the slag, pulp,
moisturizing being humidified slag sand
---------------------------------------------------------------------------------------------
(I).
---------------------------------------------------------------------------------------------
II.
---------------------------------------------------------------------------------------------
III.
---------------------------------------------------------------------------------------------
A total of
---------------------------------------------------------------------------------------------
By a contractor.
---------------------------------------------------------------------------------------------
Homeland. employers and unions.
---------------------------------------------------------------------------------------------
List of roads according to the order of importance
---------------------------------------------------------------------------------------------------
The order of the Designation of the road Gritting km Total km Chainage Pluhování
the importance of km
---------------------------------------------------------------------------------------------------
I. road No.:................
Road no:................
I. order total
Road no:................
Road no:................
II. order total
Road no:................
Road no:................
III. order total
the roads in winter, unmaintained:
Road no:................
Road no:................
the roads in winter, unkempt
total:
---------------------------------------------------------------------------------------------------
A list of individual paths (laps)
For each route:
The designation of the route
The alignment
A staff member (supplier)
Habitat
Connection (telephone, radio, ...)
Specifications and work
Timetable winter rides
Process for individual routes and sets out the chronological order of the rides and the time
for you at the usual winter weather conditions makes
mechanism of road gritting. The timetable is processed so that the
compliance with the time limits for each order of importance and priority
treated easily important places.
(c)) the list of mechanisms (with the Division on its own and supply)
Mechanisms for sprinkling
gritters for gritting chemical substances rozmrazovacími (dry salt, zvlhčená
salt)
-the snow blade
-no blade
gritters for the buffer for sprinkling
-the snow blade
-no blade
Mechanisms for pluhování (without the possibility of the current winter)
carriers with a snow blade
the carrier swept plow
tractors with hanging blade or scraper
Snow metače
snow blowers
Recap:
gritters total
Rack tines without sanding
the share in total
a total of arrow-ploughs
tractor ploughs and scrapers total
a total of loaders
Snow metače total
a total of snow blowers.
d) connection with a 24-hour indication address and the possibility of
24-hour connection responsible for the performance of winter maintenance.
(e) a list of the heads of workers providing) winter maintenance shall be
all the leading employees of the Communications Manager, cestmistři and masters on
cestmistrovských circuits as follows: name and surname, title, place of work,
phone to the workplace, phone in place.
(f) a list of the sorbent material stores): location, type of material,
capacity, a prerequisite in stocks to 1. November.
g) Negotiated the bailout the company (Organization) name, location, operator, phone,
agreed activities.
(h) the maintenance in winter Mode) the protected landscape area and in the area of resources
drinking water, in the protection of natural medicinal resources and
natural sources of mineral waters of table, on the bridges from featured
ČSN 73 6221
The name of the section-the number of the roads, the local name, technology maintenance.
I) Papers
-records of meeting staff of the winter maintenance
-the Treaty on mutual assistance in the winter maintenance of roads
switching from the neighbouring territories, including agreements about used
technologies
-approval clause of the Ministry of transport and communications
-assistance treaty negotiated by the letter g)
-other documents.
3.
Winter maintenance plan of local communications
Winter maintenance plan on processing of local communications and its extent
decisions of the municipality pursuant to § 42 para. 2 Decree.
4.
Winter maintenance operating crews
4.1. the subsidiary bodies are the district road administrators operating staffs winter
maintenance of roads. To participate in the operating staff administrator shall invite the road
the representative of the Department of transport and the Department of the environment of the REGIONAL AUTHORITY, the district
the Directorate of the police of the CZECH REPUBLIC and the legal persons that are decisive
role in material and technical cooperation in the
winter road maintenance assurance.
Winter maintenance operating crews and their manager shall convene the meeting
roads and motorways.
4.2. the Ministry of transport and communications shall be established as a subsidiary body
the main operating crew winter maintenance of roads and highways for the purpose of
the operational emergency response. To participate in the operating staff
the Ministry of transport and communications shall invite, in particular, the representative of the Presidium of the Police
The CZECH REPUBLIC, the Ministry of defence and the Ministry of the environment.
4.3. At their meeting before the start of the winter period, discuss operating
staff plan a winter maintenance, its organization and mutual connection. For more
the meetings are convened as necessary operatively. In cases where the
road or highway administrator is not able to due to extraordinary
the weather situation to handle the emergency situation caused by or at
deploy all its own and all available forces in the area and
funds, shall be convened by the operating crew. In wholly exceptional weather
situations which threaten the life and health of citizens, or immediately
impending large damage to the district authorities to exercise the powers of the assets
According to § 5 para. 2 to 4 of Act No. 425/1990 Coll., as amended
regulations.
4.4. The municipality shall act in accordance with section 3; in the case of a State of emergency in accordance with section
4.3., including the use of the powers under section 47 of Act No. 367/1990 Coll., on
as amended.
5.
News
Administrators of the highways and roads shall be submitted within the deadlines set for information
the skiing conditions on these communications Ministry responsible for workplace
transport and communications, which provides information to the public in the media
resources.
Č. 7
WINTER MAINTENANCE TECHNOLOGY
1. the measures before the start of winter maintenance
In preparation for winter maintenance of roads and highways Manager shall carry out an analysis of the
last winter, and shall in particular ensure:
-preparedness mechanisms for winter maintenance, verification of knowledge
workers performing winter maintenance (technology, the rules for
operation mechanisms, rules on safety at work, etc.) 15. October
-discussion of the bailout agreements until 31 December 2006. October
-discussion of entry to adjacent lands and the status of zásněžek to 30.
November.
and Building zásněžek in places) the recurring danger of zavátí communication
snow fences are placed at a safe distance from the edge of the Crown communications
upwind, if possible at right angles to the direction of the prevailing winds,
in parallel with communications at a distance of 12-18násobku their height,
According to local conditions. When piled the snow drift and reach full height zásněžek
and the surface of the snow, then above their upper edge exactly aligned, stand
the next row of zásněžek before the first series against the prevalent wind direction on the
distance 12 to 25 metres, depending on the depth of the notch. Administrator
communication procedures for placement of zásněžek so that the avoidance of damage
on the grounds and snow fences have been adequately secured against
the effects of the wind.
(b)) the indicative in areas with snow bars excessive snow precipitation
the guide rod is placed into the snow for better orientation during the
pluhování. Bars with reflectors or černožlutě painted have a diameter
about 5 cm. In length, is 1-3 m depending on the height of snow
cover in the area. They are 50 cm outside of the area in the
distances after approx. 50 m this distance shall be reduced accordingly in the
in the maxilla or in places with frequent occurrence of fogs.
(c) the designation of the unmanaged communications Communications), whose practicability is in
Winter does not, it must be before the start of the winter period
indicated by a traffic sign and 22 "other dangers" with the supplementary table
"The road is not maintained in the winter."
(d) changes in technology) indication of where communication occurs in a single route
to change the technology of winter, must be fitted with a traffic sign and 22
"Danger" with the supplementary table, e.g.. "The end of the chemical
do I get it ".
e) concluding contracts with sufficient time closes the Communications Manager
the Treaty on the bailout in case of calamity situations, Treaty on the mutual exchange of
maintained communications and the agreement on uniform maintenance of roads passing through the
territories more administrators to their practicability was provided if
using the same technology as possible. If there is no agreement or if this is not
technically possible, the technology used must be approved by road
the administrative offices. Space technology changes must be marked according to the
paragraph (d)).
(f) training of persons carrying out) winter maintenance of All persons performing
winter maintenance must be properly trained and demonstrably (and persons
performing winter maintenance supply). To outlining the training must include
In addition to the technical and organisational instructions safe work rules in the
winter maintenance and the principle of protection of the environment.
2. mechanical snow removal
Snow removal is done mainly by rote. Perform the desired or
spraying chemical rozmrazovacími materials into a layer of freshly
-fallen snow greater than 3 cm without prior pluhování is ineffective,
and, therefore, inadmissible. Snow is common in winter the situation need to remove
so, to prevent it from driving traffic and přimrznutí to the road surface.
Slush is necessary to remove from the road.
The side you need to extend the snowbanks to maintain transit
space and was possibly restricted views. Thawing must be secured
drainage of water.
At double-lane bidirectional road with snow it removes from the middle of the journey
the track to the right of the road. When the extraordinary fallout snow
transit areas and on local roads snow only summarizes the
the edges of sidewalks and according to the possibilities.
Snow driving in the opposite direction is permissible only in exceptional
cases and under certain security measures.
On multi-lane roads, it is appropriate to clear snow in multi-member
working reports.
On the odpočívkách and parking lots can be summarized in the first snow mounds,
that are then removed.
When a level crossing of the communication with the left layer of snow with the track
It is necessary to see to it that this snow layer smoothly and
railway crossing surface. The underpasses is necessary to maintain a
free height.
On the bridges, the snow removes from the entire width and length of the bridge. In doing so, it has to be
snow moves in longitudinal direction if possible or taken away, if
cast into the sides fell down prostrate on the transport route, or other objects.
Snow commonly used snow plows. If when you
snow drifts or reaches a height of approx. 30-50 cm, with
arrow-ploughs. The snow layer is greater than 70 cm of snow are eliminated
Mills. Snow metače are used to extend the term of the space
of the road.
When continuous snowfall the pluhování occurs periodically. On transport
important roads after pluhování does not have any residual layer
the snow should not exceed 3 cm.
3. Removal of snow with the use of gritting materials, chemicals
This technology is used only on roads designated plan winter
the service. Gritting salt is initiated, if the snow depth does not exceed 3 cm. To
snow layer higher than 3 cm are not allowed to perform scavenging.
Winter in sodium chloride or calcium chloride to
be carried out depending on the intensity of the snowfall. When small intensity (1-1.5
CM per hour), sprinkles a dose of 10 g m-2, when greater intensity at a dose of 20
g m-2. the use of larger doses already causes the formation of snow Goo. When
extremely long snow, or when the extraordinary intensity of fallout can be in
during a snow sprinkling dose of 10 g m-2 again, but always to
completion of the pluhování to make the salt on the road surface.
4. removing ice or snow layers with the help of the mileage
chemical gritting materials
Chemical materials are fundamentally defrosting applied to the residual
a layer of snow that you can no longer delete or reduce mechanical
resources. These materials can be effectively and quickly deleting layers
packed snow to a thickness of 1-2 cm or ice up to a thickness of 2 mm.
higher layers is required repeated gritting and synergies of mechanical
resources. At temperatures around-5 degrees C, it's the sodium chloride,
at temperatures of around-15 degrees C, it's the calcium chloride-in
the intermediate temperature interval may be used a mixture of both chlorides. Below
the listed dosage applies to sodium chloride and calcium chloride and referred
the maximum dose should not be exceeded.
The minimum sufficient dose, high for this type of scattering is 20
g m-2. When disposing of the higher layers of the ice is usually necessary to use
higher doses, the total consumption of road salts, however, when one
utility date does not exceed 60 g/m2. Only in very exceptional
cases where it is necessary to quickly restore full of icebergs, communication
You can use a dose of greater than 60 g/m2. Doses greater than 20 g/m2 must not be
use the sections of roads exposed to strong winds, if it is not on
sypači used zkrápěcí device.
On a thin layer of ice is allowed to for sprinkling Act takes approximately 2 hours. The stronger
layers of ice to allow gritting to act 2-5 hours. If during this time
layer from the surface completely released, zpluhuje with a loose surface layer
blade with a steel blade, and the whole process is repeated. Total consumption
road salt, it must not exceed the allowed dose referred to above.
The resulting slush or ice must be from the road
immediately remove mechanically.
Only in exceptional circumstances (when freezing rain or freezing
drizzle) may exceptionally be used winter zdrsňovacího and chemical mixtures
material. Dose is chosen so that the total amount of chemical
folder does not exceed the above-mentioned maximum dose-eg. a maximum of 240
g m-2 mixture ratio of 1:5.
5. Roughening ice or snow layers floured zdrsňovacími mileage
materials
Zdrsňovacími materials used for sprinkling on roads that are not
maintained by using chemical gritting materials. Can be implemented in a
only the occasional gritting the important places or in places where
It requires the technical state of the communication traffic (crossroads, United
climb, sharp direction, stop personal regular services). On
these places, it is appropriate to set up a self-service landfill zdrsňovacích
materials.
Black ice is suitable for road gritting fine-grained material (less than 2 mm grain).
For sprinkling nezledovatělých mileage snow layers should be used
material with a higher content of coarse fractions (grains larger than 4 mm).
In built-up areas should not be used with grains of material over 8 mm.
Direct sections of roads with about 70 to fall at a dose of 100 g/m2, where it
requires the conveyor communication status, fall at a dose of about 300
g m-2. icy roads on busy is relative to the
odmetení operation of the appropriate dose increase material about 50 to 100%. Benefits
more than 500 g. m-2, however, are ineffective.
Sprinkling zdrsňovacími materials is carried out in the whole width of the communication,
Alternatively, the whole width of the traffic lane, IE. at least 3.5 metres in one
direction.
6. removal of snow and ice on local roads IV. class
On the removal of snow and ice on local roads IV. class to
ensure their feasibility are decided by the municipality. Feasibility of these communications
the odmetením or odhrnutím, oškrábáním zmrazků and snow
floured zdrsňovacími materials. Chemical deterioration of material is
may sprinkle only those walkways and trails, which are not stored
Engineering network (unless they have a closed cover) and are separated from the Green
areas and the belts for the trees in such a way that they could not flow down the salt
the solution.
7. the mechanisms for winter maintenance
and chemical Spreading of gritting materials) have to meet the following
technical requirements:
-dose chemical rozmrazovacího material in g m-2 on the required
the width should be adjustable within 10-60 g m-2, and preferably continuously,
-When you stepped control of the scattering dose required option settings
10, 20, 30, 40 and 60 g m-2, but not less than 10, 20 and 40 g/m2
-set the dosage to be complied with and automatically when changing the
working speeds within the limits of 10 gritters up to 60 km/h
-width of the sanding to be adjustable at least within the limits of 2-9 m, for sypačů
with a constant width do I get has to be at least 2 m, up to 3.5 m
-the transverse and longitudinal uniformity of scattering depending on the quality of road
Salt has to be listed in the technical conditions of gritters
-Sanders, for which the device is installed zkrápěcí to
compliance with the ratio of dry material and brine 7:3 at 5-20
g m-2. The recommended concentration of sodium chloride in solance is 18-21%.
Before the winter period it is necessary to check the actual dosage in g/1 with
common material and correct the settings according to the results of the dosing
tract so that the real benefits were in accordance with the required
values.
(b)) zdrsňovacích materials to meet Spreading these technical
requirements:
-dose zdrsňovacího the sorbent material should be adjustable within the limits
70-500 g/m2 (at least up to 300 g/m2), corresponding to 0.05-0.33 l. m-2
aggregates when density 1500 kg m-3
-When you stepped control of the scattering dose required option settings
benefits 70, 100, 200, 300 (500) g m-2 when using zdrsňovacích materials
grain max. 18 mm, preferably, however, requires a smooth setting
-set the dose should be automatically kept even when changing the working
the speed of the spreading within the limits of 10-40 km/h
-width of the sanding (adjustable in width for sypačů scattering) has to be
adjustable within 2.5-10 m (minimum of 2.4-5 m)
-width of the winter in sypačů with a constant width should be within the limits of 2.5 up to 3.5
m
-the transverse and longitudinal uniformity of scattering depending on the granulation
the sorbent material should be listed in the technical conditions of gritters.
8. Recommended material for winter maintenance
and defrost) chemical materials
The gritting of roads, highways and local roads, with the exception
non-motorist can use the following chemical communications
thawing materials:
-Sodium chloride
-Calcium chloride
-Mixtures of chloride
Sodium chloride (rock salt, salt kitchen) NaCl-is effective for
removal of ice and snow layers at temperatures down to-5 degrees C and
under certain conditions, and lower.
Calcium chloride, CaCl2-is effective for the removal of ice and snow
layers below-15 degrees C.
The quality of road salts
Used road salt do not contain more than 5% by weight
dust parts of 0.16 mm. Composition of grain is significant for the way
use and technique of winter. Fine particles cause the fast surface
the dissolution, the effect in depth, however, is limited. Coarse particles can penetrate
more in depth, so that the driving snow or icy conditions are stronger
effect of the road therefore diluted.
Salt does not show when you ship more than 2 weight percent of a permanent moisture
and has at least 96% by weight of the active solution
substance.
When the supply of salt must be documented information about the chemical composition, the
the proportion of insoluble matter, humidity and grit in this song
the breakdown:
under 0.16 mm
from 0.16 to 0.80 mm mm
from 0.80 mm to 3.15 mm
from 3.15 mm up to 5.00 mm
over 5.00 mm
Limits for heavy metal content and inappropriate ingredients have not been
established by specific provisions.
Chemical storage of gritting materials Chemical defrosting
materials are not allowed to be stored on open landfills. For
most are wooden halls with a capacity of 500-1000 t
or all-wood silo with a capacity of 40-200 t placed with regard to the
the performance of sypačů options. In closed warehouses must be prevented from leaking
the surrounding area and leakage into the subsoil. In a closed store warehouse
sodium chloride in bulk.
Solutions of gritting resources
For spraying road salts are used, their concentration solutions
18-21%. To prepare the solution (brine) are determined by the outpatient-mixing
station.
The direct use of the solutions for the removal of ice resources of gritting
or driven snow layers is possible, if not expected
the drop in temperatures below-3 degrees (C). Solutions are applied, kropičkami
allow uniform spraying. When determining the limit of benefits solutions
is based on the concentration of the active substance, the quantity must not change
the limit value of the benefits referred to in section 3.
(b)) of the scattering materials in terms of the buffer that is taking care of the environment
he prefers a clean materials-sands and punching. From an economic
point of view it is possible to use bulk materials from local sources, such as
slag and slag. Used slag and clinker must not contain toxic or
otherwise harmful substances, should have adequate grain and grain are to be
ostrohranná. The safety of these materials their supplier
every year to demonstrate certification. Materials for road gritting must not contain aluminum
-sand particles should be sharp, hard and without major grains.
Zdrsňovacích grit grit has got to be in the range of 0.5 to 8
mm. in any case, the buffer that is to contain the material particles smaller
than 0.3 mm or greater than 16 mm.
Storage zdrsňovacích grit
Buffer materials can be stored in the open air,
It is preferable, however, their storage in silos, sheds or under
shelters. Assuming that the storage of this material is built
so, in order to prevent water leakage into the surrounding soil, it is possible against the
freezing piles use a small dose (1-3%) of sodium chloride.
(c)) zdrsňovacích and Chemical Mixtures of gritting materials for a variety of
the negative feature is the use of composite materials may only be used for
in exceptional circumstances, when facing such materials are failing one by one. To
preparation of the mixed material is used suitable sand or grit, to
which is evenly mixed by sodium chloride at a ratio of 1 part on chloride
3 to 6 parts of sand.
The maximum dose of this winter during one intervention is derived from
the amount of chloride in the mixture.
When you use a mixture in the ratio of 1:6 is a 280 g/m2, when using the mixture in
1:3 ratio only 160 g m-2.
Č. 8
THE DAILY RECORD OF WINTER MAINTENANCE AND ITS EVALUATION
Highways and roads lead Manager documentation on the winter maintenance as
a separate journal in which chronologically records all
findings and activities so that the journal could not have been anything Additionally
should be entered by, or subsequently released.
In the course of service shall be recorded all of the reporting, notification, communication,
exits on the control or intervention, returns, report on the skiing conditions on, weather,
sudden changes in temperature, precipitation, wind, given reports on the central or
regional dispatch and a reported traffic accidents, for which there is a presumption,
they were caused by a defect in the skiing conditions on, records
managers or supervisory bodies, etc.
Upon termination of service, writes the practicability or nesjízdnost communications and
the accuracy of the journal confirms by signing the responsible employee. Records
is done chronologically so that it cannot be retrofitted
Enter for more information. The registration is done, with one bound. The completed
the journals are archived for a period of five years.
1.
The diary of winter maintenance of highways and roads
Shift supervisor (for roads also shift and shift master circuit)
-name, surname
Shift workers
-staff list for winter maintenance according to the actual presence of the
A house call
-list of staff to strengthen the shift
Vehicles and mechanisms in operation
-the number and types of mechanisms available for winter maintenance performance in
ready for the shift
Weather situation
-temperature, cloudy, partly cloudy, cloudy, rain, fog, snow, wind, etc.
The status of the skiing conditions on
-a brief description (the roads according to order of importance), the road passable,
sledding snow layer in the limited, cm, ice, drifts in the km, the road
impassable-transport diverted-skiing conditions on the assumption
The progress of the services
-time of onset and termination of service
-a chronological record of the most important events
-record checks the status of the skiing conditions on
-skiing conditions on reports from other institutions-provides the time, content and who
the information filed
-Note on the transitioning to the next shift malfunction.
2.
The diary of winter maintenance of roads
For persons to ensure practicability the winter maintenance of roads on
the territory of hl. Prague, Plzeň, Brno and Ostrava is the keeping of a journal in accordance with point
1. mandatory for other communities featured.
3.
Evaluation of the winter maintenance of highways and roads
Evaluation of winter maintenance activities shall be drawn up in the following basic data:
-the scope of the network maintained
-assessment of the preparation for the winter period in relation to the actual course of the
winter maintenance
-evaluation of the mechanized equipment, number of machines, their
failure rates, repairs, etc.
-evaluation of technologies, their compliance with and the results
checks
-assessment of work organisation-personnel security tasks
compliance with the time limits, etc.
-assessment of the other conditions-location and social facilities
workplaces, bailout, etc.
The evaluation includes the following data:
-Maintained roadway total:............ km
-Used technology: dry salt:....... km vlhčená salt:....... km
slag, slag:....... km pulp, Sands:....... km pluhované only:
... ... km: ... unkept ... km
-Financial costs thous. CZK
------------------------------------------------------------------
The season of
---------------------------
IV. quarter quarter
------------------------------------------------------------------
Overall,
------------------------------------------------------------------
out of it by a contractor.
------------------------------------------------------------------
Conversion to 1 km
------------------------------------------------------------------
-Consumption of road materials
------------------------------------------------------------------
The season of
---------------------------
IV. quarter quarter
------------------------------------------------------------------
Salt t
------------------------------------------------------------------
Brine hl
------------------------------------------------------------------
Aggregates, sand t
------------------------------------------------------------------
Slag, slag t
------------------------------------------------------------------
-The number of emergency days days
------------------------------------------------------------------
Month 10 11 12 1 2 3 4
------------------------------------------------------------------
Road gritting
------------------------------------------------------------------
Pluhování
------------------------------------------------------------------
-Used for winter maintenance
------------------------------------------------------------------
custom alien
------------------------------------------------------------------
Dry salt gritters
roadways
-----------------------------------------------
Vlhčená salt
-----------------------------------------------
Buffer material
-----------------------------------------------
The combined-
2 Chamber
------------------------------------------------------------------
Blades, ploughs, Hanging
-----------------------------------------------
-segment
-----------------------------------------------
Arrow-ploughs
-----------------------------------------------
Hanging blades and scrapers
------------------------------------------------------------------
Snow blower,
metače
------------------------------------------------------------------
Loaders
------------------------------------------------------------------
Brine Maker-mixers
-----------------------------------------------
economy storage tanks
------------------------------------------------------------------
Ice detector
------------------------------------------------------------------
The administrator commits the evaluation work authorized by the Ministry of
transport and communications during the previous winter season to 30. April.
4.
Evaluation of the winter maintenance of roads
On the scale and the method of evaluation of winter maintenance decided by the municipality. As a model
can be reasonably applied to the evaluation of the winter maintenance of roads.
Č. 9
cancelled
Č. 10
1. the form of the document the low speed checkweighing
Evidence of the result of the low-speed checkweighing
Day................ "h. was conducted on ... ... ... ... (the category of roads, checkpoints)
in the place of................. low-speed check weighing scales manufacturer/type designation..............
the serial number ... ... ... ...
These data have been identified:
The name or names and surname of the driver:.................................. Date of birth:.................
The whereabouts of the ^ 1:................................ Nationality:................
State plate number:..............
Make and type of vehicle................ Distinguishing sign of the State:................
The status of the odometer of the vehicle:..............
The vehicle operator:
Name/first name or names and surname: ^ 2................................
Head Office/place of residence, ^ 1, ^ 2:................................
IDENTIFICATION NUMBER/social security number or date of birth ^ 2:................
The shipper of the cargo:
Name/first name or names and surname: ^ 2................................
Head Office/place of residence, ^ 1, ^ 2:................................................
IČO: ................
The records indicate the authorisation of special use (if issued)................
-----------------------------------------------------------------------------------------------------------------------
Instantaneous mass maximum allowable axle load exceeded by.........% where the axle
Č. 1 ............. kg ............... kg ......... kg .........
Č. 2 ............. kg ............... kg ......... kg..........
Č. 3 ............. kg ............... kg ......... kg .........
Č. 4 ............. kg ............... kg ......... kg .........
Č. 5 ............. kg ............... kg ......... kg .........
Č. 6 ............. kg ............... kg ......... kg .........
-----------------------------------------------------------------------------------------------------------------------
Instantaneous mass of the maximum allowable weight on axle group exceeded by.........% accounted for by the Group of axles
Č. 1 ............. kg ............... kg ......... kg .........
Č. 2 ............. kg ............... kg ......... kg .........
Č. 3 ............. kg ............... kg ......... kg .........
Č. 4 ............. kg ............... kg ......... kg .........
Č. 5 ............. kg ............... kg ......... kg .........
Č. 6 ............. kg ............... kg ......... kg .........
-----------------------------------------------------------------------------------------------------------------------
Instantaneous mass of the vehicle exceeded the maximum allowable weight of.........% of the vehicle
............. kg ............... kg ......... kg .........
-----------------------------------------------------------------------------------------------------------------------
Vehicle dimensions including cargo found..............................
Exceeded:................
Check weighing (name or names and surname):
............................................. Signature...............
Checkweighing participated: (name or names and surname of the competent representative of the owner of the infrastructure
or its designee or of the County, a dear, or its authorized person):
............................................. Signature...............
Method of payment of costs associated with low speed control weighing..............
Expression of the driver of the vehicle to the content of the document:..............
Signature of the driver and the confirmation receipt one copy of the document:..............
Proof of completion of the low speed control dear comprising day............................ "h.
------------------------
Notes:
1) place of residence means the address of the place of permanent or other residence or residence abroad
2 relevant data) to be completed with regard to whether it is a legal entity or a natural person entrepreneur
or in the case of a natural person
2. the form of the document of the high-speed checkweighing
Evidence of the result of high-speed checkweighing
Day................ "h. was conducted on ... ... ... ... (infrastructure category)............, in km
................. high speed check weighing weight for high speed control
Dear manufacturer/type designation................. serial number ... ... ... ... ... ... ...
These data have been identified:
State registration number of the vehicle or combination of vehicles where the tractor:..............
Make and type of vehicle.............. Distinguishing sign of the State:..............
Registration plate of the trailer:..............
Make and type of vehicle.............. Distinguishing sign of the State:..............
The vehicle operator:
Name/first name or names and surname: ^ 2............................
Head Office/place of residence, ^ 1, ^ 2:.............................
IDENTIFICATION NUMBER/social security number or date of narození2:..............
-----------------------------------------------------------------------------------------------------------------------
Instantaneous mass maximum allowable axle load exceeded by.........% where the axle
Č. 1 ............. kg ............... kg ......... kg .........
Č. 2 ............. kg ............... kg ......... kg..........
Č. 3 ............. kg ............... kg ......... kg .........
Č. 4 ............. kg ............... kg ......... kg .........
Č. 5 ............. kg ............... kg ......... kg .........
Č. 6 ............. kg ............... kg ......... kg .........
-----------------------------------------------------------------------------------------------------------------------
Instantaneous mass of the maximum allowable weight on axle group exceeded by.........% attributable to the Group of axles
Č. 1 ............. kg ............... kg ......... kg .........
Č. 2 ............. kg ............... kg ......... kg .........
Č. 3 ............. kg ............... kg ......... kg .........
Č. 4 ............. kg ............... kg ......... kg .........
Č. 5 ............. kg ............... kg ......... kg .........
Č. 6 ............. kg ............... kg ......... kg .........
-----------------------------------------------------------------------------------------------------------------------
Instantaneous mass of the vehicle exceeded the maximum allowable weight of.........% of the vehicle
............. kg ............... kg ......... kg .........
-----------------------------------------------------------------------------------------------------------------------
Photo documentation of places performing high-speed control weighing:
Photos of the vehicle or combination of vehicles where the tractor and its vehicle registration plates:...............
Photos of the trailer and its vehicle registration plates:...............
High speed check weighing indication (the owner of the infrastructure or its designee or region,
the weighing, or its designee):...............
The person issuing the document (name or names, last name, and the signature of the authorised person of the owner of the infrastructure
or its designee or of the County, a dear, or its authorized person):
.............................. Signature:...............
Method of payment of the costs associated with high-speed control weighing...............
Evidence of the result of high-speed checkweighing comprising day.............................. "h.
------------------------
Notes:
1) place of residence means the address of the place of permanent or other residence or residence abroad
2 relevant data) to be completed with regard to whether it is a legal entity or a natural person entrepreneur
or in the case of a natural person
Č. 11
The minimum range of safety inspection
1. An examination of the available traffic engineering characteristics (for example,
speed, density, intensity)
2. Examination of the width arrangement of space communication, including how
ensure the transition of the communication to a developed territory
3. assessment of the horizontal and vertical
4. consideration of the arrangement of the junction (rozhledové ratios, connection and
junction bars) and movements of vehicles in the intersection
5. assessment of the status of the road and road side (e.g. skid properties
drainage, surface quality)
6. assessment of parking and parking spaces
7. the assessment of the correctness of the use and implementation of road markings and
Accessories communications including light device
used to control the operation of the transit section of the highways and roads
8. assessment of lighting
9. assessment of existing fixed barriers and applications passive elements
Safety (e.g., supporting structure, foliage, advertising equipment,
dangerous ditch shape, guard rails, railings)
10. evaluation of the safety of all road users, and
visibility under different conditions (e.g. darkness, weather conditions)
11. the assessment of railway level crossings (e.g., vertical and horizontal transport
marking, rozhledové ratios, the angle of the crossing, level crossing safety
device)
12. the assessment of the impact of the work on the communication on road safety
operation
13. the conclusions and recommendations.
Č. 12
The minimum scope of the audit of the safety of road infrastructure
I. criteria for assessing the design intent documentation
1. Clear and the overall situation of the construction of communication, seasonal and climate
conditions and weather conditions
2. assessment of the arrangement of junctions and level crossings (such as
railway crossings) and their distance
3. assessment of the width arrangement of space communication
4. the assessment of the suitability of the chosen communication design category in the light of
on the downstream sections of the song, and the intensity and the expected traffic
5. assessment of the way in the integration of the building into the existing network,
including the impact on the security of communications
6. assessment of the basic traffic engineering characteristics of the proposed
buildings (for example, speed, density, intensity)
7. the assessment of the horizontal and vertical alignment and their combinations
8. Examination of the sight
9. evaluation method of communication to ensure the transition to the built
the territory of the
10. assessment of the needs of all road users (pedestrians,
cyclists, motorcyclists, drivers of cars and trucks and people with
limited mobility)
11. the assessment of the impact of public transportation options
II. criteria for the assessment of the design of the project documentation
1. assessment of the parameters of the design elements, including grading and
drainage
2. assessment of the accuracy, consistency and logical continuity of the vertical and
the horizontal road markings, including the assessment of the possibilities of overtaking
3. Examination of the sight
4. assessment of the immediate vicinity of communication and solid objects
5. assessment of lighting
6. Assessment of green
7. evaluation of the needs of all road users (pedestrians,
cyclists, motorcyclists, drivers of cars and trucks and people with
limited mobility)
8. assessment of parking and parking areas
9. the assessment of applications the passive safety elements (for example, the Central
the dividing strip and inhibitions against collisions to prevent risks for
vulnerable road users)
10. the assessment of possible local and transitional arrangements for communication
11. assessment of the results of the previous phase of the audit of the safety ground
communication
III. criteria for the assessment carried out of the building for trial operation
1. evaluation of the safety of all road users, and
visibility under different conditions (e.g. darkness, weather conditions)
2. assessment of the correctness of the use and implementation of road markings and
Accessories communications including light device
used to control the operation of the transit section of the highways and roads
3. assessment of the status of the road
4. Examination of the drainage
5. assessment of existing hard barriers
6. Verification of visibility and sight
7. the assessment of applications for passive safety elements
8. assessment of the implementation of elements of the Green
9. the assessment of the results of the previous phases of the audit of the safety ground
communication
IV. criteria for the assessment of completed constructions for occupancy
1. the overall assessment of the road safety
2. the situation of broader relations, communication
3. assessment of the needs of all road users (pedestrians,
cyclists, motorcyclists, drivers of cars and trucks and people with
limited mobility)
4. Examination of the visibility and sight
5. evaluation of the immediate vicinity of communication and solid objects
6. assessment of the application of the elements of passive safety
7. the assessment of the accuracy, consistency and logical traffic signs
8. assessment of the results of the previous phases of the audit of the safety ground
communication
Selected provisions of the novel
Article II of Decree No. 490/2005 Sb.
Transitional provision
Construction management relating to constructions odpočívek commenced prior to the effective
the Decree shall be completed according to the existing legislation.
§ 10 Decree No. 9/2015 Sb.
Transitional provision
The existing credentials to exercise State supervision over local roads and
public-purpose communications in the form of a licence issued
in accordance with the specimen in annex No 9 of Decree No. 104/1997 Coll., as amended by
effective before the date of entry into force of this Decree shall remain in
validity until 31 December 2004. December 2017.
1) European Agreement on main international traffic roads (AGR-
Geneva 1975).
2) Federal Ministry of the Interior Decree No. 99/1989 Coll., on
road safety rules (rules of the road
operation), as amended.
3) section 117 of the Act No. 50/1976 Coll., on zoning and the building code
(the building Act), as amended.
3A) for example, Act No. 239/2000 Coll., on the integrated rescue system
and amending certain laws, Act No. 240/2000 Coll., on crisis management and
on amendments to certain acts (the crisis Act), Act No. 242/2000 Coll., on the
economic measures for crisis States and amending certain
related laws.
4) § 139 paragraph 2. 3 of Act No. 50/1976 Sb.
6) for example. Act No. 50/1976 Coll., as amended, Decree
The Ministry of economy no 174/1994 Coll., laying down the General
the technical requirements that protect persons with limited use of buildings
mobility, the Ministry of transport Decree No.
177/1995 Coll. issuing the construction and technical regulations.
7) section 5 of Act No. 17/1992 Coll., on the environment.
8) Eg. Act No. 114/1992 Coll., on nature and landscape protection, law No.
244/1992 Coll., on the assessment of the effects on the environment, Act No.
138/1973 Coll. on waters (Water Act), as subsequently amended,
Law No. 289/1995 Coll., on forests, and amending and supplementing certain laws
(forest law), Act No. 20/1966 Coll., on the health care of the people, as amended by
amended.
8A) for example, the Decree of the Ministry for regional development no 369/2001 Coll.
General technical requirements of use of buildings belonging to the
persons with reduced mobility.
9) of the directive of the Federal Ministry of Defense and the Federal Ministry of
transport for the construction of permanent facilities on the road to destruction
No. 01115-25-81, as amended by Supplements No. 07012/15-88 and no. 013012/1-91.
10) Ministerial Decree No. 341/2002 Coll., concerning the approval of
technical competence and the technical conditions of the use of vehicles on
road traffic, as amended by Decree No. 100/2003 Coll.
11) Eg. Act No. 455/1991 Coll., on trades
(Trade Act), as amended.
12) Eg. Act No. 266/1994 Coll., on rail, law No 222/1994 Coll., on
terms and conditions of business and the performance of State administration in the energy sectors
and the State Energy inspection, Act No. 138/1973 Coll., as amended by
amended, Act No. 44/1988 Coll., on the protection and use of
mineral wealth (the top Act), as amended, the law
No 110/1964 Coll. on telecommunications, as amended,
Law No. 20/1987 Coll. on State heritage preservation, as amended
legislation, Act No. 50/1976 Coll., as amended.
12A) § 2 (2). 1 (b). b) of law no 344/1992 Coll., on the land
real estate United States (Land Registry Act), as amended
regulations.
13) section 3 of the Act No. 117/1995 Coll., on inland navigation.
14) § 8 of Decree No. 222/1995 Coll., on waterways, shipping traffic
in the ports, common accident and transport of dangerous goods.
15) Decree No. 177/1995 Sb.
16) Ministry of industry and trade Decree No. 345/2002 Coll., which
provides for mandatory verification of measuring instruments and gauges subject to approval
type, as amended.
17) Act No. 361/2000 Coll. on road safety and on
amendments to certain laws (road traffic law), as amended by
amended.
18) Act No. 506/1990 Coll., on weights and measures, as amended.
