Nacházíte se:
Domů »
Terminologická databáze »
ČSN 736100-3 - surround ratio (of illumination of a carriageway of a road)
ČSN 736100-3 - Názvosloví pozemních komunikací – Část 3: Vybavení pozemních komunikací
| Stáhnout normu: | ČSN 736100-3 (Zobrazit podrobnosti) Zákazníci, kteří mají na svém počítači sjednanou od České agentury pro standardizaci (ČAS) službu ČSN on-line pro elektronický přístup do plných textů norem v pdf (verzi pro firmy nebo pro jednotlivce), mohou zde přímo otevírat citované ČSN. |
| Datum vydání/vložení: | 2007-11-01 |
| Třidící znak: | 736100 |
| Obor: | Silniční komunikace |
| ICS: |
|
| Stav: | Platná |
- 1.1 road equipment
- 1.2 road sign
- 1.3 traffic control device
- 1.4 delineation device
- 1.5 roadside diversion barricade
- 1.6 road restraint system
- 1.7 other traffic safety devices
- 1.8 traffic signal control equipment
- 1.9 light and acoustic signals
- 1.10 road lighting installations
- 1.11 road traffic noise reducing device
- 1.12 anti-glare system
- 1.13 parking equipment
- 1.14 other traffic devices
- 1.15 support structures
- 1.16 traffic information device
- 2 Vertical road sign
- 2.1 Classification
- 2.1.1 vertical road sign
- 2.1.2 fixed road (traffic) sign (fixed sign)
- 2.1.3 variable message sign
- 2.1.4 portable road traffic sign
- 2.1.5 standard vertical road sign
- 2.1.6 sign face shapes
- 2.1.7 oversize sign
- 2.1.8 retroreflective sign
- 2.1.9 non-retroreflective sign
- 2.1.10 illuminated sign
- 2.1.11 transilluminated sign
- 2.2 Vertical road sign parts
- 2.2.1 substrate
- 2.2.2 protective edge
- 2.2.3 mounting brackets, pipe clips (adjustement)
- 2.2.4 sign face (display face)
- 2.2.5 subarea (demarcation area)
- 2.2.6 backing–board
- 2.2.7 front panel
- 2.2.8 front screen
- 2.3 Vertical road sign properties
- 2.3.1 functional life
- 2.3.2 illuminance
- 2.3.3 luminance
- 2.3.4 retroreflection
- 2.3.5 colority
- 2.3.6 luminance factor
- 2.3.7 chromaticity
- 2.3.8 chromaticity coordinates
- 2.3.9 coefficient of retroreflection
- 2.3.10 luminance ratio (LR)
- 2.4 Variable message sign
- 2.4.1 continuous signs
- 2.4.2 discontinuous signs
- 2.4.3 element
- 2.4.4 equivalent area
- 2.4.5 lay-out
- 2.4.6 message
- 2.4.7 variable message sign background
- 2.4.8 control device
- 2.4.9 test module
- 2.4.10 matrix
- 2.4.11 irregular matrix
- 2.4.12 regular matrix
- 3 Horizontal road marking
- 3.1 Classification
- 3.1.1 horizontal road marking
- 3.1.2 permanent road marking
- 3.1.3 temporary road marking
- 3.2 Road marking material
- 3.2.1 road marking material
- 3.2.2 paint
- 3.2.3 cold plastics
- 3.2.4 thermoplastics
- 3.2.5 preformed road marking
- 3.2.6 tape
- 3.2.7 removable preformed road marking
- 3.2.8 drop on material
- 3.2.9 glass bead
- 3.2.10 premix glass bead
- 3.2.11 antiskid aggregate
- 3.3 Road marking and road stud properties
- 3.3.1 wear index
- 3.3.2 skid resistence tester value
- 3.3.3 coefficient of retroflected luminance RL
- 3.3.4 coefficient of retroflected luminance of road stud
- 3.3.5 luminance coefficient under diffuse illumination Qd
- 4 Traffic control device – Delineation device
- 4.1 Classification
- 4.1.1 fixed delineators
- 4.1.2 portable delineators
- 4.2 Fixed delineation device
- 4.2.1 delineator post
- 4.2.2 retroreflector
- 4.2.3 traffic bollard
- 4.2.4 retroreflexive traffic bollard
- 4.2.5 transilluminated traffic bollard (TTB)
- 4.2.6 type 1 TTB
- 4.2.7 type 2 TTB
- 4.2.8 large arrow sign (board)
- 4.2.9 bend marker
- 4.2.10 road stud
- 4.2.11 permanent stud
- 4.2.12 temporary stud
- 4.2.13 non depressible road stud
- 4.2.14 depressible road stud
- 4.2.15 bonded road stud
- 4.2.16 self–adhesive road stud
- 4.2.17 anchored road stud
- 4.2.18 embedded road stud
- 4.3 Portable delineation device
- 4.3.1 traffic cone
- 4.3.2 base plate
- 4.3.3 cone body
- 4.3.4 category A cone
- 4.3.5 category B cone
- 4.3.6 retroreflective surface(s)
- 4.3.7 separator barrier
- 4.3.8 separator barrier
- 4.3.9 traffic (separator) log
- 4.3.10 diverter (separator delineation system)
- 4.3.11 traffic cylinder
- 4.3.12 category A cylinder
- 4.3.13 category B cylinder
- 5 Traffic control device – Roadside diversion barricade
- 5.1 full closure (traffic calming)
- 5.2 roadway alignment sign
- 5.3 mobile closed lane sign plate
- 6 Traffic control device – Road restraint system
- 6.1 Classification
- 6.1.1 road restraint system
- 6.1.2 vehicle restraint system
- 6.1.3 pedestrian restraint system
- 6.2 Safety barrier
- 6.2.1 safety barrier
- 6.2.2 vehicle parapet
- 6.2.3 removable barrier section (open gate)
- 6.2.4 permanent safety barrier
- 6.2.5 temporary safety barrier
- 6.2.6 single sided safety barrier
- 6.2.7 double sided safety barrier
- 6.2.8 rigid safety barrier
- 6.2.9 deformable safety barrier
- 6.2.10 terminal
- 6.2.11 transition
- 6.3 Crash cushion
- 6.3.1 crash cushion
- 6.3.2 redirective crash cushion
- 6.3.3 non–redirective crash cushion
- 6.4 Parapet
- 6.4.1 pedestrian parapet
- 6.4.2 pedestrian guardrail
- 6.5 Road restraint system parameters
- 6.5.1 containment level
- 6.5.2 working width
- 6.5.3 modification of VRS
- 7 Other traffic control devices
- 7.1 traffic calming device (speed retarders, speed bumps)
- 7.2 pillow or cushion humps
- 7.3 (convex) traffic mirror
- 8 Traffic signal control equipment
- 8.1 Classification
- 8.1.1 stacionary traffic signal control equipment
- 8.1.2 portable traffic control signal
- 8.1.3 warning and safety light
- 8.1.4 road traffic signal systems
- 8.1.5 road traffic signal system elements
- 8.2 Traffic signal controller
- 8.2.1 traffic signal controller
- 8.2.2 cluster controller
- 8.3 Signal head
- 8.3.1 signal head
- 8.3.2 common signal head
- 8.3.3 repeater signal head
- 8.3.4 signal indication
- 8.3.5 signal face
- 8.3.6 signal group
- 8.3.7 signal
- 8.3.8 types of signals
- 8.3.9 round signal
- 8.3.10 arrow signal
- 8.3.11 posted advisory speed signal
- 8.3.12 green signal
- 8.3.13 yellow signal
- 8.3.14 red signal
- 8.3.15 phantom signal
- 8.3.16 conflicting signal groups
- 8.3.17 conflicting green; green/green conflict
- 8.3.18 acoustical signal
- 8.3.19 signal for blind and visually handicapped persons
- 8.4 Optical characteristics of signal heads
- 8.4.1 optical unit
- 8.4.2 optical surface
- 8.4.3 lens
- 8.4.4 light emitting surface
- 8.4.5 photometric centre
- 8.4.6 effective luminous intensity
- 8.4.7 on–time
- 8.4.8 minimum area luminous intensity IAmin
- 8.4.9 minimum voltage luminous intensity IUmin
- 8.4.10 minimum reference luminous intensity IRmin
- 8.4.11 maximum area luminousintensity IAmax
- 8.5 Vehicle detector
- 8.5.1 detector
- 8.5.2 detection range
- 8.5.3 detection zone
- 8.5.4 direction discrimination
- 8.5.5 feeder
- 8.5.6 detection
- 8.5.7 lock–up
- 8.5.8 occupancy
- 8.5.9 passive detection
- 8.5.10 presence
- 8.5.11 presence time
- 8.5.12 recovery time
- 8.5.13 speed discrimination
- 8.5.14 target type discrimination
- 8.5.15 turn–off time
- 8.5.16 turn–on time
- 8.6 Warning lights
- 8.6.1 warning lights roadblock (roadblock lamp)
- 8.6.2 continuing light chain mode
- 8.6.3 continuing light point mode
- 8.6.4 simultaneous flashing of all lights
- 8.6.5 flashing barrier
- 8.6.6 flashing guide plate
- 8.6.7 flashing arrow and cross board
- 9 Road lighting installations
- 9.1 luminaire
- 9.2 cabling
- 9.3 housing
- 9.4 average road surface luminance (of a carriageway of a road)
- 9.5 surround ratio (of illumination of a carriageway of a road)
- 9.6 average illuminance (on a road area)
- 9.7 vertical plane illuminance (at a point)
- 9.8 luminance coefficient (at a surface element, in a given direction, under specified conditions of illumination)
- 10 Road traffic noise reducing device
- 10.1 noise
- 10.2 noise barrier
- 10.3 noise barrier screen
- 10.4 absorbing noise barrier
- 10.5 reflective noise barrier
- 10.6 noise reducing berm
- 10.7 vehicle occupants safe device
- 10.8 combined safety and noise barrier
- 10.9 cladding
- 10.10 cover
- 10.11 added device
- 10.12 structural elements
- 10.13 acoustic element
- 10.14 normalized traffic noise spectrum
- 10.15 one–third octave band level
- 10.16 sound insulation index
- 10.17 sound diffraction
- 10.18 sound diffusion
- 10.19 sound absorption DLα
- 11 Anti-glare system
- 11.1 anti-glare screen
- 11.2 anti-glare net
- 11.3 occluding element
- 11.4 support
- 11.5 base
- 11.6 adjustement
- 11.7 light transmission factor, Cti
- 11.8 limiting angle, αl
- 11.9 residual strain
- 12 Parking equipment
- 12.1 removable lane delineator (pedestrian poles)
- 12.2 entrance and exit columns (car park post)
- 12.3 parking barrier (parking stall protector)
- 12.4 parking gate (access control gate)
- 12.5 detachable parking barriers (parking poles, mole posts)
- 12.6 pay and display ticket machine
- 12.7 parking meter
- 12.8 parking period
- 12.9 maximum parking period
- 12.10 tariff
- 12.11 operational accuracy
- 13 Other traffic devices
- 13.1 device preventing animals from access to a road
- 13.1.1 barrier fence for animals
- 13.1.2 reflector against animals
- 13.2 traffic warning devices
- 13.2.1 restrained system for bridge support and tunnels and warning flags
- 13.2.2 solid restrained system for bridge support and tunnels
- 13.2.3 signal warning flag system
- 13.2.4 mechanical-acoustic warning flag system
- 14 Support structures for road equipment
- 14.1 Types of support structures
- 14.1.1 column (pole, post)
- 14.1.2 gantry support
- 14.1.3 cantilever support
- 14.1.4 double cantilever support
- 14.1.5 bracket
- 14.1.6 headspan
- 14.1.7 foot block
- 14.1.8 stand
- 14.1.9 portable sign post support
- 14.1.10 base plate (fence feet)
- 14.1.11 lighting column (lighting pole)
- 14.1.12 lamppost bracket
- 14.2 Passive safety of support structures for road equipment
- 14.2.1 impact test
- 14.2.2 test vehicle
- 14.2.3 test item
- 14.2.4 dummy
- 14.2.5 impact angle
- 14.2.6 impact point
- 14.2.7 impact speed, vi
- 14.2.8 exit speed, ve
- 14.2.9 acceleration severity index (ASI)
- 14.2.10 theoretical head impact velocity (THIV)
‹
Nahlásit chybu
9.5 surround ratio (of illumination of a carriageway of a road)
average illuminance on strips just outside the edges of a carriageway in proportion to the average illuminance on strips just inside the edges
9.5 činitel osvětlení okolí (jízdního pásu pozemní komunikace)
poměr průměrné osvětlenosti definovaných pruhů mimo pozemní komunikace, které bezprostředně přiléhají k okrajům jízdního pásu a průměrné osvětlenosti definovaných pruhů pozemní komunikace bezprostředně s nimi sousedících