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the transportation solutions company...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 15.70 94.1 - - F * 12.00 107.3 - - F * 15.60 94.3 - - F * 12.00 107.1 - - F * NOMain Street Off-Ramp to Main Street-On RampBasic15.60 94.4 - - F * 13.40 100.0 - - F * 15.50 94.7 - - F * 13.40 100.1 - - F * NOMain Street On-Ramp to SR-22 WB CollectorWeave 13.50 45.0 - - F * 10.90 45.0 - - F * 13.30 45.0 - - F * 10.90 45.0 - - F * NOSouthboundSouth of SR-22 Basic43.90 47.9 - - F * 48.30 47.0 - - F * 43.90 47.9 - - F * 48.30 47.0 - - F * NOI-5/SR-57 Collector Major Merge- - 35.50 50.3F1- - 37.50 46.6F1- - 35.50 50.3F1- - 37.50 46.6F1NOI-5/SR-57 Collector Lane DropBasic52.70 35.8 - - F * 53.30 34.5 - - F * 52.70 35.8 - - F * 53.30 34.5 - - F * NOMain Street On-Ramp to 17th Street Off-RampWeave 43.80 45.0 - - F * 38.20 45.0 - - F * 43.80 45.0 - - F * 38.20 45.0 - - F * NOBroadway Off-Ramp Diverge - - 60.50 34.3 D - - 60.50 33.0 D - - 60.50 34.4 D - - 60.50 33.1 D NOMain Street Off-Ramp Diverge - - 68.80 22.2 C - - 69.50 20.3 C - - 68.70 22.3 C - - 69.50 20.4 C NOSR-22EastboundSR-57 SB Collector to Town & Country Rd Off-RampWeave 11.40 45 - - F * 16.30 45 - - F * 11.40 45 - - F * 16.30 45 - - F * NOTown & Country Rd. Off-Ramp to Town & Country Rd On-RampBasic55.50 29.0 - - F * 56.10 32.3 - - F * 55.50 29.0 - - F * 56.10 32.3 - - F * NOTown & Country Rd On-Ramp to Grand Off-RampWeave 25.50 45.0 - - F * 31.70 45.0 - - F * 25.40 45.0 - - F * 31.70 45.0 - - F * NOWestbound La Veta Ave Off-Ramp to Grand Avenue On-RampWeave 39.70 49.2 - - F * 15.80 91.7 - - F * 39.70 49.3 - - F * 15.90 91.5 - - F * NOLa Veta Ave Off-Ramp to La Veta Ave On-RampBasic32.40 62.5 - - F * 18.70 87.1 - - F * 32.30 62.6 - - F * 18.60 87.1 - - F * NOLa Veta Ave On-Ramp to to I-5/SR-57 CollectorWeave 46.70 36.7 - - E * 12.20 45.0 - - F * 46.70 36.7 - - E * 12.20 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. AM Peak HourPM Peak HourWithout Project With ProjectTable J: Year 2040 With Project Option E - Main Street and Walkie Way-Santiago Park-Driveway Access and Discovery Cube Parking Freeway Levels of ServiceAM Peak HourPM Peak HourRampLOSMainline RampLOSMainlineMainline RampLOSMainline RampLOSDirect Project ImpactD:\Projects\RE - 2525 Main Street\Analysis Offset September 2019 Revised\Freeway Final 2\2040 P Santiago LOS (9/12/2019)2-238