Transport structures    1

Who in the road construction project determines the basic conditions for routing?
 : r1 investor
 : r2 designer
 : r3 constructor
 : r4 are given by legislation
: r1 ok
--
Design speed indicates
 : r1 the highest speed of an average vehicle that can be safely driven through any section under
normal conditions without affecting the operation of other vehicles
 : r2 proposed traffic measures relating to alternative provision of road traffic during
construction
 : r3 summary of technical parameters of a road
 : r4 traffic technical value of communication
: r1 ok
--
Number of vehicles that pass a given road profile per unit of time
 : r1 traffic flow intensity
 : r2 road capacity
 : r3 technical parameter of a road with the same designation
 : r4 none of the options
: r1 ok
--
Road capacity
 : r1 maximum intensity, maximum number of vehicles that pass a given section per unit of time
 : r2 The number of vehicles that pass a given road profile per unit of time
 : r3 corresponds to the traffic flow intensity
 : r4 technical parameter of a road with the same marking1 mesh
--
Crossroads include
 : r1 point of intersection of roads in plan view
 : r2 attached forest and dirt roads
 : r3 connected service transport equipment
 : r4 attached downhill runs to real estate
: r1 ok
--
Intersections, contact and fork roads are among
 : r1 level intersection
 : r2 intersection
 : r3 roundabout
 : r4 multi-junction
: r1 ok
--
It does not include objects on the roads
 : r1 includes all
 : r2 tunnels
 : r3 gallery
 : r4 bridges

:r1 ok

--

We do not rank among the derived design elements when designing a road
 : r1 design speed
 : r2 minimum distance of vision to stop the vehicle
 : r3 transverse slope
 : r4 radius of directional curve
: r1 ok
--
Crossover
 : r1 are designed to mitigate the step transition between straight section and circle
 : r2 consist of straight sections and arcs formed by a second stage dish with a vertical axis
 : r3 is the most common solution of directional arc consisting of a circular part and bilateral
intersections
 : r4 is used where the solution is demonstrably less suitable for proper integration into the
field or for aesthetic reasons
: r1 ok
--
The most common solution of a directional arc consisting of a circular part and bilateral
intersections is
 : r1 circle arc
 : r2 transition arc
 : r3 compound arc
 : r4 vertical arc
: r1 ok
--
How is the eccentric inclination of the road achieved?
 : r1 by rotating a section of the cross-section about the treadmill axis
 : r2 by rotating the cross-section parts around the inner edge of the guide strip
 : r3 at the end of the circular portion of the directional arc
 : r4 in no of the mentioned ways
: r1 ok
--
Roads intended for transport between districts
 : r1 class II road
 : r2 highway
 : r3 class I road
 : r4 Class III road
: r1 ok

--

Roads intended for long-distance and international transport
  : r1 class I road
  : r2 Motorway
  : r3 class II road
  : r4 class III road
: r1 ok
--
How many classes of local roads do we have?
  : r1 4
  : r2 3
  : r3 5
  : r4 2
: r1 ok
--
Roads used to connect individual real estate or link real estate with other roads are called:
  : r1 dedicated communication
  : r2 service communication
  : r3 collection communication
  : r4 speed local road
: r1 ok
--
Local communication of II. class, a traffic-significant road with restrictions on the direct
connection of neighboring properties is called:
  : r1 collection communication
  : r2 service communication
  : r3 dedicated communication
  : r4 speed local road
: r1 ok
--
What is the usual lane width in the road category?
  : r1 2.75 - 3.75 m
  : r2 3.75 - 4.75 m
  : r3 3 - 4 m
  : r4 2.95 - 4.95 m
: r1 ok

--

Mixed traffic and non-traffic communications shall be designated by subgroup as:
 : r1 D1 and D2
 : r2 C1 and C2
 : r3 A1 and A2
 : r4 B1 and B2
: r1 ok
-
A line segment between two adjacent stations or a line segment between a station and a line end is
called:
  : r1 wide track
  : r2 shipping station
  : r3 track section
  : r4 head-end
: r1 ok

--

Longitudinal gradients of tracks are given in:

 :r1 per mille

 :r2 percentage

 :r3 degrees

 :r4 grades

:r1 ok

--

A smooth transition from a non-raised track to a raised one is ensured by

 :r1 ascendant

 :r2 transition

 :r3 gauge cross section

 :r4 none of the options

:r1 ok