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Floyd County Thoroughfare Plan - Floyd County Indiana - State of ...

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<strong>Floyd</strong> <strong>County</strong>, <strong>Indiana</strong><strong>Floyd</strong> <strong>County</strong> <strong>Thoroughfare</strong> <strong>Plan</strong>Section 4–Alternatives Evaluationvii.SR 64 and Tunnel Hill RoadProposed layout is the same as the diamond interchange expansionalternative layout.viii.SR 64 and Edwardsville-Galena RoadThe intersection <strong>of</strong> SR 64 and Edwardsville-Galena Road currently operatesat LOS E during the AM peak-hour and LOS D during the PM peak-hour.Choosing to perform only the planned capacity expansion will result in theintersection failing during both peak-hours in 2030. The Edwardsville-GalenaRoad approach fails during both peak hours, and eastbound left-turn SR 64movement fails during the PM peak hour.The intersection will require reconfiguration to accommodate projected futuretraffic volumes. Because <strong>of</strong> the close proximity to the traffic signal at TunnelHill Road, signalizing this intersection is not an option. It is recommendedthat this intersection be converted to a right-in right-out only intersection. Thiswill require the construction <strong>of</strong> an access road between Edwardsville-GalenaRoad and the north approach <strong>of</strong> the Tunnel Hill Road intersection. Theintersection will provide two eastbound SR 64 through lanes, one <strong>of</strong> theselanes is existing and the other will be the redesignated left-turn lane that iscurrently at this intersection. An additional westbound through lane will needto be constructed and the current right-turn lane should be redesignated as athrough lane. The third westbound through lane should be continued at least800 feet past the intersection. A new right-turn bay will be required.Operations modeling indicates that with forecasted AM and PM peak-hourvolumes, the intersection configuration shown in Figure 4.01-31 operates atLOS A during the AM peak hour and LOS B during the PM peak hour. Allmovements operate at LOS B or better.Figure 4.01-31SR 64 and Edwardsville-Galena Road ImprovementsPrepared by Strand Associates, Inc. ® 4-35KRH:pll\S:\@SIECO\001--050\046\008\Wrd\<strong>Thoroughfare</strong> <strong>Plan</strong>\Draft 07-19-07\S4-Alternative Evaluation 07-19-07.doc\072007

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