A delay analysis of the intersections of Smythe Street & Waggoners Lane Smythe Street & Dundonald Street

dc.contributor.advisorInnes, J.
dc.contributor.advisorInnes, D.
dc.contributor.authorClark, Mark S.
dc.date.accessioned2023-06-07T21:25:17Z
dc.date.available2023-06-07T21:25:17Z
dc.date.issued1992
dc.description.abstractThere a r e many methods to c a l c u l a t e d e l a y . T h i s paper e v a l u a t e s the methods of the 1985 Highway Capacity Manual and TRAF - NETSIM by comparing them with observed delays and L e v e l s of S e r v i c e at a s i g n a l i z e d i n t e r s e c t i o n i n F r e d e r i c t o n. The area of study c o n s i s t s of a s i g n a l i z e d i n t e r s e c t i o n t h a t i s 55m from an u n s i g n a l i z e d T - i n t e r s e c t i o n . T h i s area was chosen in order to examine what e f f e c t this has on the u n s i g n a l i z ed i n t e r s e c t i o n , which i s n o t o r i o u s for long d e l a y s. Conclusions w i l l be drawn about the a c c u r a c y of both methods and any advantages that one method has over the other.
dc.description.copyrightNot available for use outside of the University of New Brunswick
dc.description.noteClark, Mark S (1992). A delay analysis of the intersections of Smythe Street & Waggoners Lane Smythe Street & Dundonald Street . (Engineering Senior Report no. T-1540 1992). Fredericton : University of New Brunswick, Dept. of Civil Engineering T-1540 1992 1882/15587
dc.format.mediumelectronic
dc.identifier.urihttps://unbscholar.lib.unb.ca/handle/1882/35825
dc.language.isoen_CA
dc.publisherUniversity of New Brunswick
dc.rightshttp://purl.org/coar/access_right/c_16ec
dc.subject.disciplineCivil Engineering
dc.titleA delay analysis of the intersections of Smythe Street & Waggoners Lane Smythe Street & Dundonald Street
dc.typesenior report
thesis.degree.disciplineCivil Engineering
thesis.degree.fullnameBachelor of Science in Engineering
thesis.degree.grantorUniversity of New Brunswick
thesis.degree.levelundergraduate
thesis.degree.nameB.Sc.E.

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