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need to be removed. A frontage road along the south side of the <br />highway is recommended, with highway access limited to Upland <br />Avenue, Proctor Avenue, Jackson Avenue and Main Street. Traffic <br />signals should be coordinated to provide the best possible arterial <br />level of service without doing too much harm to cross street <br />movements. T.H. 10 is likely to need a third thru lane in each <br />direction between Upland Avenue and the T.H. 169 interchange. The <br />T.H. 10/T.H. 169 interchange will most likely need to be <br />reconstructed as a free-flow interchange with diverging and merging <br />ramps for every movement. T.H. 10 will be one of the greatest <br />beneficiaries from some of the roadway additions proposed later in <br />this section. <br /> <br />Proctor Avenue <br /> <br />Proctor Avenue between T.H. 10 and School Street will ultimately <br />carry the highest traffic volumes of any minor arterial on the system. <br />School Street, Proctor Avenue itself and Coun~ Road 1 all dump <br />traffic into this stretch of road. The latter two will carry a <br />considerable amount of traffic generated by the fully developed <br />residential areas to the north. Proctor Avenue will need <br />channelization improvements, with left and right turn lanes at its <br />intersections with T.H. 10 and School Street. The traffic signal at <br />T.H. 10 will need to be revised to provide eight-phase operation. A <br />new traffic signal is proposed at the School Street h~tersection. It will <br />be coordinated with the T.H. 10 signal. Access points along Proctor <br />Avenue between T.H. 10 and County Road 1 should be consolidated <br />or eliminated wherever possible. Proctor Avenue stands to benefit <br />more than any other street by some of the roadway additions <br />proposed later in this section. <br /> <br />School Street <br /> <br />School Street will need turn lanes on its approach to the Proctor <br />Avenue intersection. Recently, it was improved to provide two thru <br />lanes in each direction from T.H. 169 to just west of Jackson Avenue. <br />In the future, it will most likely need two thru lanes in each direction <br />between Proctor Avenue and Jackson Avenue. The recent <br />improvements also signalized the intersection of Jackson Avenue and <br />School Street, eliminating a four-way stop condition. This street will <br />also benefit considerably from proposed roadway additions. <br /> <br />T.H. 169 <br /> <br />T.H. 169 will not be quite as congested as T.H. 10, but it will still <br />carry heavy traffic volumes. Additional access points directly to the <br />highway should not be permitted. Some existing access points may <br />need to be closed. This should be examined on a case-by-case basis, <br />and will depend on where the displaced traffic will access the <br /> <br />CTP-230.156 -25- 230-156-80 <br /> <br /> <br />