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Figure 20: Factory St/T: em ple St and East and West Pearl Street Reverse One-way Alternative
This conversion to reverse flow along the entire length of the Factory /Temple Streets
and West/East Pearl Streets would be relatively straight forward due to the existing
cross section. No modifications to the roadway width would be required. Only the
roadway striping would need to be modified to reflect the change in flow. However,
the traffic control at all of the intersections would need to be modified to reverse
conditions. Both traffic signals on Main Street would need to be modified including
signal head placement, phasing and timing. The many unsignalized intersections
would also need modification including Water Street, Walnut Street, Elm Street,
Spring Street, Cottage Street, Quincy Street Holmes Street Mason Street, White
Avenue, and South Street. These changes would be mostly confined to modifying
signage and striping.
Table 7 - Signalized Intersection Capacity Analysis Summary
Existing 1-Way Reverse 1-Way Alternative
v/c* Delay** LOS*** v/c Delay LOS
Main St. at Factory/Temple St. AM _ 0.38 16 B 0.55 16 B
PM 0.46 26 C 0.54 19 B
Main St. at East/West PearlSt. AM 0.50 21 C 0.37 16 B
PM 0.47 22 C 0.42 22 G
* Volume to Capacity Ratio.
** Delay in seconds per vehicle.
*** Level of Service.
si alean Crasher Gon 37 Alternatives Evaluation
Circulation Studyireports\Final ReporfiFinal
ReporLdocx
