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Figure T15. The improvements that were considered between the baseline ando Build scenarios primarily were discussed previously. Overall the baseline improvements hel better at almost all of the intersections with the exception of the entrance to the AUAR study area site in the AM peak (LOS F). The major movement LOS F is the westbound movements. Due to a high westbound throug traffic conditions deteriorate causing high delays. During the PM peak three intersections are expected to operate a Table 18-5). Maximum Development Scenario The maximum baseline development scenario turning movements were generated traffic to the 2030 No Build scenario turning movement for this scenario are shown in Figure T17. The improvements that were considered between the baseline and No Build scenarios primarily consisted of signalizing the CR-96 and I-35W ramps as well as some geometric changes discussed previously. Similarly to the Minimum intersections that are operating at LOS E or F (see Table 18-5). c.I DENTIFY MEASURES THAT WILL BE TAKEN TO MINIMIZE OR MITIGATE PROJ . EFFECTS Mitigated Roadway Network Scenario Traffic Analyses Minimum Development Scenario Results The analysis for this 2030 Minimum scenario incorporated the 203 following recommended mitigation measures: TH 96 westbound auxiliary lane from east of the project boundary Re-introduction of CR H southbound loop access to I-35W (removed as part of the bas which remains barrier separated from I-35W southbound exit ramp 35W after joining the TH 10 southbound access ramp to I-35W southbound. At the I-35W/CR 96 west ramp intersection, an additional southbo At the I-35W/CR 96 east ramp intersection, an additional northbo provide one exclusive left turn lane, one shared left, through, At the intersection of Round Lake Road W at CR 96, the lane use recommended to be modified from an existing shared left/through lane. At the intersection of CR H at TH 10, an additional eastbound le With these mitigation measures incorporated, all intersections w anticipated operational issues in the AM and PM scenarios. The a Table 18- 6. Table 18-6. 2030 Minimum Development Scenario Peak Hour Mitigation Traff 2030 Baseline Min Mitigated AM 2030 Baseline Min Mitigated PM Intersection LOS LOS Old Hwy 8 and CR 96 C C CR 96 and SB I-35W Ramp C C CR 96 and NB I-35W Ramp B C Round Lake Rd W and CR 96 C C April 2014 Draft 31