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2019.08.07 EDC Packet
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2019.08.07 EDC Packet
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<br />Traffic Impact Study 3 <br />New Brighton Exchange Update <br />c. Intersection Sight Distances <br />Proper sight distance can reduce the possibilty of conflicts at intersections. Therefore, <br />the sight distances were evaluated at the three stop controlled study intersections. <br />According to the American Association of State Highway and Transportation Officials' <br />(AASHTO) A Policy on Geometric Design of Highways and Streets (commonly referred <br />to as the Green Book), the driver of a vehicle approaching an intersection should have <br />an unobstructed view of the entire intersection, including any traffic-control devices, and <br />sufficient lengths along the intersecting highway to permit the driver to anticipate and <br />avoid potential collisions. <br /> <br />Intersection sight distances were sampled at both stop sign approaches at each of the <br />three locations on Old Highway 8. Intersection sight distance is distance provide d at <br />intersections and driveways to allow drivers to perceive the presence of potentially <br />conflicting vehicles and, when the appropriate gap in traffic is provided, to safely <br />perform their movement. <br /> <br />Intersection sight distance requirements are provided in terms of both a physical <br />distance and a time gap in the mainline traffic related to the speed of approaching <br />vehicles. For approaching vehicles at any speed, per Table 9-5 of the AASHTO Green <br />Book, a passenger car stopped at an intersection requires a min imum time gap of 7.5 <br />seconds in either direction to complete a left turn movement. In other words, an average <br />driver needs to see an approaching vehicle at least 7.5 seconds away to know if they <br />have sufficient time to complete a left turn. To complete a r ight turn movement, per <br />Table 9-7 of the AASHTO Green Book, the time gap is reduced to 6.5 seconds for a <br />passenger car and applicable only to vehicles approaching from the left of the stopped <br />driver. For single-unit trucks, the time gaps are 9.5 seconds for a left turn and 8.5 <br />seconds for a right turn. For combination trucks, the time gaps are 11.5 seconds for a <br />left turn and 10.5 seconds for a right turn. <br /> <br />Five vehicle time measurements were made at each location and those times were <br />averaged. Table 1 shows those results. The results in Table 1 are based on <br />measurements made in a passenger vehicle. The times may be larger for single -unit or <br />combination trucks as the driver is seated higher in those vehicles increasing the field <br />of view. <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />
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