Laserfiche WebLink
-�. <br />Debra Bloom, P.E. <br />City of Roseville <br />"Weaving" Along County Road B <br />December 3, 2007 <br />Page 3 <br />The applicant contends that vehicles exiting the RIRO access do not make a"weaving" <br />maneuver to go from this access to the signalized intersection to complete their u-turn maneuver. <br />Based on our review of the roadways physical characteristics, the likelihood of vehicles <br />"weaving" from the RIRO access to the signalized intersection is high. The eastbound left-turn <br />bay for the adjacent signalized intersection is approximately 50 feet from the RIRO access. The <br />left-turn bay taper length is approximately 150 feet, thereafter. This close spacing would require <br />a vehicle to make a relatively abrupt maneuver to access this turn lane from the RIRO access, <br />thus, creating a"weaving" maneuver. This '`weaving" maneuver creates another unsafe situation <br />along County Road B that is otherwise unnecessary. <br />Proposed Outlot 81 Causal Impact <br />The applicant has contended that the proposed development of outlot 81 will not contribute to an <br />increase in the u-turns made along County Road B. The proposed development of outlot 81 does <br />not directly contribute vehicles destined for outlot 81 to the u-turn movement along County Road <br />B. However, the additional traffic generated by this proposed development will have a causal <br />effect on the traffic attempting to access the signalized intersection of County Road B/Har Mar <br />Northeast Access from the west or north side of the mall. Currently, vehicles making the u-turn <br />maneuver along County Road B at the Har Mar Northeast Access are presumably from the <br />parking area directly north of the existing Har Mar Mall. As it becomes more difficult for <br />motorists that currently use the signalized intersection of County Road B/Har Mar Northeast <br />Access to go west, they may shift in the future to making u-turns along County Road B as an <br />alternative (negatively contributing to the undesirable u-turn maneuver). <br />SRF has conducted a cursory review of the modeling analysis submitted by Wenk Associates and <br />included the internal mall intersection immediately south of the County Road B/Har Mar <br />Northeast Access intersection. Our review was conducted to determine if the northbound queues <br />from the signalized intersection of the Har Mar Northeast Access would extend back into the <br />internal mall intersection, approximately 115 feet south of County Road B. This analysis was <br />conducted using the Synchro/SimTraffic software, with the microscopic SimTraffic software tool <br />used to review the queuing effects. Results of the analysis indicate that under year 2009 build <br />conditions, as presented in the Wenk Associates memorandum dated November 15, 2007, the <br />queues from the County Road B/Har Mar Northeast Access intersection will extend back into <br />(and block) the adjacent internal mall intersection (approximately 135 foot 95th percentile queue, <br />with a 10 percent intersection block time). This indicates that the proposed development will <br />have the potential to increase the u-turns occurring along County Road B due to its causal <br />impact. <br />In addition to the analysis discussed above, SRF reviewed another scenario with the RIRO <br />access closed and the additional volume at the signalized intersection. Analysis results indicate <br />that similar queues will be maintained, with the additional traffic redistributed using the <br />signalized intersection. One may ask if these observed queues can be mitigated with timing <br />improvements at the signalized intersection. The signal timing used in this analysis has been <br />optimized for efficiency, taking into account other adjacent intersections that must work within <br />the larger signal systein. Ramsey County controls the signal timing at the intersection of County <br />