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the transportation solutions company...Freeway Segment/RampType Speed Density Speed Density Speed Density Speed Density Speed Density Speed Density Speed Density Speed DensityInterstate 5Northbound17th Street On-Ramp to Main Street Off-RampWeave 16.30 92.4 - - F * 14.80 95.8 - - F * 16.20 92.6 - - F * 14.70 96.6 - - F * NOMain Street Off-Ramp to Main Street-On RampBasic 16.20 92.6 - - F * 16.90 88.7 - - F * 16.10 92.9 - - F * 16.90 88.8 - - F * NOMain Street On-Ramp to SR-22 WB CollectorWeave 15.30 45.0 - - F * 18.70 45.0 - - F * 15.10 45.0 - - F * 18.60 45.0 - - F * NOSouthboundSouth of SR-22 Basic 56.60 35.7 - - E * 48.30 46.9 - - F * 56.60 35.7 - - E * 48.30 46.9 - - F * NOI-5/SR-57 Collector Major Merge - - 69.70 19.4C1- - 43.20 40.5E1- - 69.70 19.4C1- - 43.20 40.5E1NOI-5/SR-57 Collector Lane Drop Basic 51.90 43.6 - - E * 55.00 34.6 - - F * 51.90 43.6 - - E * 55.00 34.6 - - F * NOMain Street On-Ramp to 17th Street Off-RampWeave 50.80 40.6 - - E * 39.00 45.0 - - F * 50.70 40.7 - - E * 39.00 45.0 - - F * NOBroadway Off-Ramp Diverge - - 60.40 31.7 D - - 60.50 30.9 D - - 60.40 31.8 D - - 60.50 31.0 D NOMain Street Off-Ramp Diverge - - 69.90 18.7 C - - 69.90 18.2 C - - 69.90 18.7 C - - 69.90 18.3 C NOSR-22EastboundSR-57 SB Collector to Town & Country Rd Off-RampWeave 12.10 45 - - F * 14.90 45 - - F * 12.10 45 - - F * 14.90 45 - - F * NOTown & Country Rd. Off-Ramp to Town & Country Rd On-RampBasic 55.60 29.2 - - F * 55.90 29.2 - - F * 55.60 29.2 - - F * 55.90 29.2 - - F * NOTown & Country Rd On-Ramp to Grand Off-RampWeave 26.90 45.0 - - F * 28.70 45.0 - - F * 26.80 45.0 - - F * 28.70 45.0 - - F * NOWestbound La Veta Ave Off-Ramp to Grand Avenue On-Ramp Weave 45.60 45 - - F * 17.20 87.8 - - F * 45.60 45 - - F * 17.20 87.6 - - F * NOLa Veta Ave Off-Ramp to La Veta Ave On-RampBasic 55.60 41.7 - - F * 22.60 78.4 - - F * 55.60 41.7 - - F * 22.60 78.4 - - F * NOLa Veta Ave On-Ramp to to I-5/SR-57 CollectorWeave 48.30 38.7 - - E * 18.00 45.0 - - F * 48.30 38.7 - - F * 18.00 45.0 - - F * NO* Exceeds level of service standard1Based on HCM 6th Edition, there are no effective models of performance for a major merge area and LOS cannot be determined specifically for major merge areas. LOSMainline RampLOSAM Peak HourMainlineLOSAM Peak HourPM Peak HourDirect Project ImpactTable I: Existing With Project Option E - Main Street and Walkie Way-Santiago Park-Driveway Access and Discovery Cube Parking Freeway Levels of ServicePM Peak HourWithout Project With ProjectRampMainline RampLOSMainline RampD:\Projects\RE - 2525 Main Street\Analysis Offset September 2019 Revised\Freeway Final 2\Exist P Santiago LOS (9/12/2019)2-237