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Replace shared southbound through / left turn lane with one exclusive <br />southbound through lane and one exclusive southbound left turn lane <br />Figure T3 <br /> CR H and I35W interchange improvements shown in <br /> CR 10 and CR H improvements (double left WB to SB) <br /> Provide dual left turn lanes for these movements: <br />o <br /> Westbound <br /> Northbound <br /> Southbound <br /> Provide asecond through lane for eastbound and westbound approaches <br />o <br /> Improve CR H at I-35W northbound ramps to a 2-lane roundabout with two approach lanes <br />from the east and west, and one approach lane from the northeast and one entry lane to <br />northbound I-35W. <br />4) 2030 Baseline for Maximum Development Scenario <br /> Same infrastructure improvements as in Minimum development scenario <br />5)2030 Minimum Development Scenario with Mitigation <br />Figure T7 <br />The geometry for this scenario is shown in .The analysis for this 2030 Minimum scenario <br />incorporated the 2030 minimum baseline elements plus the following recommended mitigation <br />measures: <br /> TH 96 westbound auxiliary lane from west of the project boundary to TH 10. <br />Re-introduction of CR H southbound loop access to I-35W (removed as part of the baseline <br />scenarios), which remains barrier separated from I-35W southbound exit ramp to TH 10 <br />southbound, and enters I-35W after joining the TH 10 southbound access ramp to I-35W <br />southbound. <br /> At the I-35W/CR 96 west ramp intersection, an additional southbound left turn lane is <br />recommended <br /> At the I-35W/CR96east ramp intersection, an additional northbound lane is recommended in <br />order to provide one exclusive left turn lane, one shared left, through, right lane, and an <br />exclusive right turn lane. <br /> At the intersection of Round Lake Road W at CR 96, the lane use of the center lane is <br />recommended to be modified from an existing shared left/through lane to a shared <br />left/through/right lane. <br /> At the intersection of CR H at TH 10, an additional eastbound left turn lane is recommended. <br />6) 2030 Maximum scenario mitigation <br />Figure T8 <br />The geometry for this scenario is shown in . The analysis for this 2030 Maximum <br />scenario incorporated the 2030 minimum scenario mitigation elements plus recommended <br />mitigation measures as follows: <br /> The addition of a new northbound I-35W exit to CR H, with a single lane approach to the <br />roundabout on CR H. <br /> An additional southbound left turn lane at the southbound exit from I-35W to CR H. <br />TCAAP Traffic Analysis <br />Technical Memorandum 7 March 2014 <br />