Driver's merging gap at midblock U-turn on divided multilane highway
Heavy traffic volumes at signalized at-grade intersections on urban and suburban multilane divided highways may cause the traffic signal control system installed will not function efficiently which in turn will lead to congestions and excessive traffic delays. A favourable approach is to close such...
Saved in:
Main Author: | Sayed Abdullah, Sh. Nurrul Hazwani |
---|---|
Format: | Thesis |
Published: |
2012
|
Subjects: | |
Online Access: | http://eprints.utm.my/id/eprint/30737/ http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:70357?queryType=vitalDismax&query=Driver%27s+merging+gap+at+midblock+U-turn+on+divided+multilane+highway |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Midblock U–turn facilities on multilane divided highways: an assessment of driver’s merging gap and stop delays
by: Che Puan, Othman, et al.
Published: (2015) -
Merging gap acceptance at midblock u-turn facility (a case study on multilane divided highway in Malaysia)
by: Abbaszadehfallah, Iman, et al.
Published: (2012) -
Merging gap acceptance at midblock u-turn facility (a case study on multilane divided highway in Malaysia)
by: Abbaszadehfallah, I., et al.
Published: (2013) -
Exploration on traffic characteristics and gap assessment on midblock U-turn facilities
by: Mohamad Hilmi, Hamizan
Published: (2018) -
Extent of roadway capacity shif resulting from midblock U-turn facilities
by: Misbah, Nurfarahin
Published: (2013)