St. Charles County Transportation Plan 2030 - East-West Gateway ...
St. Charles County Transportation Plan 2030 - East-West Gateway ...
St. Charles County Transportation Plan 2030 - East-West Gateway ...
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on Table 12. They total 135 miles. All major state highways were selected including the Interstates,<br />
Freeways, Expressways, Major Arterials and some Minor Arterials. In addition, Mid Rivers Mall<br />
Dr. was included as it is a Major Arterial. A test vehicle was supplied with the GPS unit and driven<br />
during the morning, midday, and afternoon peak hours. These times were 6:30am to 9:00am,<br />
11:00am to 2:00pm, and 3:30pm to 6:00pm. The GPS unit recorded the exact position and time of<br />
the vehicle which then could be converted into speeds and delays that were encountered during the<br />
run The test vehicle traveled each road a number of times during each time period so that data for<br />
multiple days could be averaged. If weather conditions, crashes, other incidents, or unusual delays,<br />
were encountered the run was aborted and reran on another day. The data was downloaded from<br />
the GPS unit into the Council’s computer and analyzed. A report entitled <strong>St</strong>. <strong>Charles</strong> <strong>County</strong> Travel<br />
Time and Speed <strong>St</strong>udy August 2005, was prepared describing the results of the study. All of the<br />
travel times during the peak hour periods for these roads were taken from this report.<br />
A tabulation of the findings for these roads is shown in Table 13. It contains the direction, speed,<br />
travel time, delay, and percent of delay during the morning and afternoon peak hours. Table 14<br />
ranks the roads according to their percent delay for the a.m. and p.m. periods. These values are the<br />
average of a number of runs. A discussion of the travel time, delay, and percent of delay follows.<br />
I-64 eastbound traffic during the morning peak hour had the highest volume but traveled at the speed<br />
limit without any congestion. <strong>West</strong>bound traffic during the afternoon peak hour traveled at 56 mph<br />
and delay was about 10 percent of travel time. This was due to the congestion on the Missouri River<br />
bridge caused by the narrow lanes.<br />
I-70 eastbound traffic during the morning peak hour between Warren <strong>County</strong> and Rt. 79 ran at 44<br />
mph, 16 mph below the speed limit. The section between Bryan Rd. and Rt. 79 has serious<br />
congestion problems that reduce speeds to about 10 mph with stop-start traffic. Delays were 35<br />
percent of travel time. From Rt. 79 to <strong>St</strong>. Louis <strong>County</strong> speed was 54 mph. Sections between Rt.<br />
79 and Mid Rivers Mall Dr. and to the Missouri River bridge had speeds of about 30 mph and delays<br />
of up to three minutes. <strong>West</strong>bound traffic during the morning peak hour had some delays but they<br />
were not serious. During the afternoon peak hour westbound traffic experienced serious congestion<br />
from the east of the Missouri River bridge to Rt. 79. Traffic traveled at only 50 mph and delays<br />
made up 10 percent of travel time. <strong>East</strong>bound traffic did not have any serious congestion or delays.<br />
U. S. 40/61 traffic eastbound during the morning from I-70 to Rt. K had speeds of 49 mph. Delays<br />
were more than 15 percent due to the signalized intersections of Callahan Rd., Prospect Rd., and Rt.<br />
N. From Rt. N east, speeds rose to 55 mph. <strong>West</strong>bound speeds were slightly less, about 54 mph and<br />
delays of up to one minute. This was mainly due to less traffic. During the afternoon peak hour,<br />
westbound speeds were about 44 mph due to the signals and delays were as high as 27 percent of<br />
travel time. <strong>East</strong>bound had higher speeds at 54 mph and delays were only 5 percent of travel time.<br />
U.S. 61 experienced no delays and traffic traveled at the speed limit at all times in both directions<br />
of travel from I-70 to Lincoln <strong>County</strong>.<br />
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