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In United States, the term "horizontal clearance" is used interchangeably with "lateral offset". This is the space from the edge of the roadway that is clear from vertical obstructions such as sign posts, utility poles, and fire hydrants. The horizontal clearance is used in urban environments where these objects are expected to be near roadways. The horizontal clearance are to prevent overhung elements such as side mirrors of large vehicles driven at the extreme edge of the roads to hit such objects. It also allows opening curbside doors of parked vehicles. Minimum horizontal clearance in US standard is {{convert|1.5|ft|m}}. It is to be noted that horizontal clearance is not the same concept as [[clear zone]] which is used in non-urban highways.<ref>{{cite book |title=Clear Zone, Lateral Offset & Horizontal Clearances Discussion |date=25 June 2013 |publisher=Delaware Department of Transportation |url=https://deldot.gov/Publications/manuals/clear_zone/pdfs/clear_zone_and_lateral_offset_application_discussion.pdf |access-date=28 August 2023}}</ref><ref>{{cite web |title=Clear Zone and Horizontal Clearance |url=https://www.fhwa.dot.gov/programadmin/clearzone.cfm |publisher=U.S. Department of Transportation Federal Highway Administration |access-date=28 August 2023}}</ref>
In United States, the term "horizontal clearance" is used interchangeably with "lateral offset". This is the space from the edge of the roadway that is clear from vertical obstructions such as sign posts, utility poles, and fire hydrants. The horizontal clearance is used in urban environments where these objects are expected to be near roadways. The horizontal clearance are to prevent overhung elements such as side mirrors of large vehicles driven at the extreme edge of the roads to hit such objects. It also allows opening curbside doors of parked vehicles. Minimum horizontal clearance in US standard is {{convert|1.5|ft|m}}. It is to be noted that horizontal clearance is not the same concept as [[clear zone]] which is used in non-urban highways.<ref>{{cite book |title=Clear Zone, Lateral Offset & Horizontal Clearances Discussion |date=25 June 2013 |publisher=Delaware Department of Transportation |url=https://deldot.gov/Publications/manuals/clear_zone/pdfs/clear_zone_and_lateral_offset_application_discussion.pdf |access-date=28 August 2023}}</ref><ref>{{cite web |title=Clear Zone and Horizontal Clearance |url=https://www.fhwa.dot.gov/programadmin/clearzone.cfm |publisher=U.S. Department of Transportation Federal Highway Administration |access-date=28 August 2023}}</ref>


Roadways that require passing structures such as tunnels, there are standards on the entire wide of the roads known as horizontal curb-to-curb and wall-to-wall clearances. [[American Association of State Highway and Transportation Officials]] (AASHTO) recommends having minimum curb-to-curb clearance for two-lane highways of {{convert|24|ft|m}} and wall-to-wall clearance of {{convert|30|ft|m}}, while desired curb-to-curb clearance should be {{convert|39|ft|m}}, and
For roadways that require passing under some structures such as tunnels, there are standards on the entire wide of the roads known as horizontal curb-to-curb and wall-to-wall clearances. [[American Association of State Highway and Transportation Officials]] (AASHTO) recommends having minimum curb-to-curb clearance for two-lane highways of {{convert|24|ft|m}} and wall-to-wall clearance of {{convert|30|ft|m}}, while desired curb-to-curb clearance should be {{convert|39|ft|m}}, and
wall-to-wall clearance should be {{convert|44|ft|m}}.<ref>{{cite tech report |date=December 2009 |title=Technical Manual for Design and Construction of Road Tunnels — Civil Elements |institution=National Highway Institute |number=FHWA-NHI-10-034| url=https://www.fhwa.dot.gov/bridge/tunnel/pubs/nhi09010/tunnel_manual.pdf |access-date=28 August 2023}}</ref>
wall-to-wall clearance should be {{convert|44|ft|m}}.<ref>{{cite tech report |date=December 2009 |title=Technical Manual for Design and Construction of Road Tunnels — Civil Elements |institution=National Highway Institute |number=FHWA-NHI-10-034| url=https://www.fhwa.dot.gov/bridge/tunnel/pubs/nhi09010/tunnel_manual.pdf |access-date=28 August 2023}}</ref>



Revision as of 04:25, 28 August 2023

In civil engineering, clearance refers to the difference between the loading gauge and the structure gauge in the case of railroad cars or trams, or the difference between the size of any vehicle and the width/height of doors, the width/height of an overpass or the diameter of a tunnel as well as the air draft under a bridge, the width of a lock or diameter of a tunnel in the case of watercraft. In addition, there is the difference between the deep draft and the stream bed or sea bed of a waterway.

For roadways and waterways, the clearance is typically specified as the width/height of a structure that the vehicle needs to pass instead of the difference between the vehicle and the structure.

Railways

In railways, clearance is the difference between the loading gauge and the structure gauge. A clearance standard is established using static rolling stock outline (static gauge) as the starting point. This is a cross-sectional outline of a maximum size rolling stock when it is not running. The standard then defines maximum kinematic rolling stock outline for when rolling stocks are running to account for suspension and lateral motion on the track. This is also known as "kinematic envelope". The standard also defines base operating standard for clearance which is larger than the kinematic envelope. This should be maximum outline of the normal rail operation and can only be infringed in special circumstances. The standard then adds another outline called maintenance intervention standard outline that larger than the base operating standard by defining a safety margin (contingency gap) from the kinematic envelope. When there is an infringement of this outline, a maintenance work is required to bring to clearance standard. This establish the loading gauge. Finally, the standard includes structure outline or structure gauge, leaving a space between the loading gauge and structure gauge as clearance.[1]

Roadways

Vertical clearance

In roadways, vertical clearance is the measurement from the ground or the road pavement to the bottom of overpasses or bridges.[2][3]

Horizontal clearance

In United States, the term "horizontal clearance" is used interchangeably with "lateral offset". This is the space from the edge of the roadway that is clear from vertical obstructions such as sign posts, utility poles, and fire hydrants. The horizontal clearance is used in urban environments where these objects are expected to be near roadways. The horizontal clearance are to prevent overhung elements such as side mirrors of large vehicles driven at the extreme edge of the roads to hit such objects. It also allows opening curbside doors of parked vehicles. Minimum horizontal clearance in US standard is 1.5 feet (0.46 m). It is to be noted that horizontal clearance is not the same concept as clear zone which is used in non-urban highways.[4][5]

For roadways that require passing under some structures such as tunnels, there are standards on the entire wide of the roads known as horizontal curb-to-curb and wall-to-wall clearances. American Association of State Highway and Transportation Officials (AASHTO) recommends having minimum curb-to-curb clearance for two-lane highways of 24 feet (7.3 m) and wall-to-wall clearance of 30 feet (9.1 m), while desired curb-to-curb clearance should be 39 feet (12 m), and wall-to-wall clearance should be 44 feet (13 m).[6]

Waterways

In waterways, bridge span clearance is a measurement from water surface to the underside of bridge span. The most conservative clearance uses the water level at the mean highest high water (MHHW), the average value of the highest high tide of a measurement period.[3][7]

See also

References

  1. ^ "7". Code of Practice: Clearances (PDF). Australian Rail Track Corporation Limited. pp. 4–6. Retrieved 27 August 2023.
  2. ^ "Right of Passage: The Controversy Over Vertical Clearance on the Interstate System". U.S. Department of Transportation Federal Highway Administration. Retrieved 27 August 2023.
  3. ^ a b Lin, Weiwei; Yoda, Teruhiko (2017). "Introduction of Bridge Engineering". Bridge Engineering: 1–30. doi:10.1016/B978-0-12-804432-2.00001-3.
  4. ^ Clear Zone, Lateral Offset & Horizontal Clearances Discussion (PDF). Delaware Department of Transportation. 25 June 2013. Retrieved 28 August 2023.
  5. ^ "Clear Zone and Horizontal Clearance". U.S. Department of Transportation Federal Highway Administration. Retrieved 28 August 2023.
  6. ^ Technical Manual for Design and Construction of Road Tunnels — Civil Elements (PDF) (Technical report). National Highway Institute. December 2009. FHWA-NHI-10-034. Retrieved 28 August 2023.
  7. ^ Mcinnes, K. L.; Walsh, K. J. E.; Hubbert, G. D.; Beer, T. (2003). "Impact of Sea-level Rise and Storm Surges on a Coastal Community". Natural Hazards. 30 (2): 187–207. doi:10.1023/A:1026118417752.