Administrative Offices High Winds Fund

Macalester College

Previous Page     Next Page

A Brief Description of the Test Median

Together with the Department of Public Works, Macalester College planned a test median last winter and implemented the two-phase test in the spring, 2003.

Prior to the implementation of the test, Macalester’s design and engineering consultants conducted studies including traffic counts, pedestrian counts & behavior and traffic speed analysis to establish data for the Pretest Conditions.

Phase I of the test was conducted in the first half of April. It was primarily designed to measure the impacts of a mid-block crosswalk for pedestrians. In order to prevent any other crossings along the street, a chain-link fence was erected to channel all pedestrians to either the mid-block crosswalk or to the crosswalks at the corners. Generally, both pedestrians and drivers expressed frustration during Phase I. Pedestrians did not like the barricade created by the fences and drivers did not like the congestion and back ups created by giving pedestrians the right-of-way.

Phase II of the test began in mid-April and continued through the end of spring semester or the third week of May. Phase II tested a two-stage crossing at three "crossing-points" but included no formal crosswalk. Instead, this phase gave pedestrians a raised median as a safe refuge on which to wait and facilitated crossing one lane of traffic at a time. Except at the corners, vehicles had the right-of-way throughout this phase of the test. Dispersing the pedestrian traffic over three points, giving pedestrians a place to wait between east and westbound traffic and maintaining vehicular right-of way made for much less of the kind of congestion observed in Phase I.

Throughout each phase, information on traffic counts, speeds, pedestrian and driver behaviors, and pedestrian crossings was collected. Video was taken of the pretest conditions, Phase I and Phase II. However, we did not learn any more from the video footage than we did from onsite observations. In fact, onsite observation allowed us to observe the entire context of each interaction between drivers and pedestrians whereas the video gave a more limited scope of observation. There was also some technical difficulty that ruined the video footage of Phase II conditions.


Table 1 below shows vehicle counts and pedestrian counts during three peak periods of the day:

TABLE 1*

Average Day Vehicular Volumes1, 2 Pedestrian Crossing
Volumes
AM peek EB WB East/West Total NB / SB
9-10:00 290 315 605 182
Distribution 48% 52% 5% of ADT  
Noon Peak EB WB East/West Total NB / SB
11-12:00 365 360 725 84
Distribution 50% 50% 6% of ADT  
PM Peak EB WB East/West Total NB / SB
3-4:00 425 440 865 349
Distribution 49% 51% 8% of ADT  
ADT 11,400  
 
1 There was no significant change in vehicular volume between test phases
2 The mix of vehicular traffic includes 2% Buses & 2% Trucks based
on information available on Grand Avenue between Lexington and Oxford
*Table Provided by the City of Saint Paul, Department of Public Works


Table 2 shows the average speeds pretest and during various phases:

TABLE 2*

Speed Studies

Pretest Conditions

Phase I

April1-4

Phase I

April 8-10

Phase II

April 24-25

Direction of Travel

EB

WB

EB

WB

EB

WB

EB

WB

Average Speed

24 mph

26 mph

20 mph

23 mph

24 mph

22 mph

22 mph

24 mph

*Test data collected by the City of Saint Paul, Department of Public Works, Pretest data collected by LSA Design and SEH

 
 





Previous Page

Next Page

   


Macalester College
1600 Grand Avenue
St. Paul, MN 55105
651-696-6000

Macalester High Winds Office
77 Macalester Street, Room 202
St. Paul, MN 55105
651-696-6552
Fax: 651-696-6250