<?xml version="1.0"?>
<TMML Facility="Ramps"><AGENCY/><GENERAL><AnalysisYear>2002</AnalysisYear><PeriodID>PM Peak - Existing</PeriodID><FacilityName>I-87</FacilityName><FacilityLocation>WB-NB On Ramp</FacilityLocation><Jurisdiction>Region 1</Jurisdiction><ProjectID>NCHRP 3-64</ProjectID><Version>HCS Ramps Version 4.1d</Version><Units>USC</Units><AnalysisType>Merge</AnalysisType></GENERAL><SEGMENT ID="1"><RAMPJUNCTION TYPE="MERGE"><FlowRate12>1756</FlowRate12><MaxFlowRate12>4600</MaxFlowRate12><FlowRateFO>3440</FlowRateFO><FlowRateR12>2228</FlowRateR12><PropFlowRate12>0.591</PropFlowRate12><Equation>1</Equation><Density>19.5</Density><LOS>B</LOS><InterSpeedVariable>0.322</InterSpeedVariable><RampInfluenceSpeed>57.6</RampInfluenceSpeed><OuterLnSpeed>62.4</OuterLnSpeed><AvgSpeed>59.2</AvgSpeed><VFOActual>3440</VFOActual><VFOMmax>7050</VFOMmax><VFOLOSYN>No</VFOLOSYN><VRActual>2228</VRActual><MaxFlowRateR12>4600</MaxFlowRateR12><VR12LOSYN>No</VR12LOSYN><SideLR>Right</SideLR><NumOfLns>1</NumOfLns><LengthDecelAccelLn1>500</LengthDecelAccelLn1><Terrain>Level</Terrain><DriverPopAdj>1.00</DriverPopAdj><FreeFlowSpeed>35.0</FreeFlowSpeed><Volume>424</Volume><Peak15Vol>115</Peak15Vol><PHF>0.92</PHF><HVPct>5</HVPct><RVPct>0</RVPct><HVPCE>1.5</HVPCE><RVPCE>1.2</RVPCE><fHV_HCM>0.976</fHV_HCM><fp_HCM>1.00</fp_HCM><FlowRate>472</FlowRate><ADJACENTRAMP><DistanceTo>700</DistanceTo><RampYesNo>0</RampYesNo><PositionUpDown>0</PositionUpDown><TypeOnOff>0</TypeOnOff><Terrain>Level</Terrain><Volume>350</Volume><PHF>0.92</PHF><Peak15Vol>95</Peak15Vol><HVPct>5</HVPct><RVPct>0</RVPct><HVPCE>1.5</HVPCE><RVPCE>1.2</RVPCE><fHV_HCM>0.976</fHV_HCM><fp_HCM>1.00</fp_HCM><FlowRate>390</FlowRate></ADJACENTRAMP><MAINLINE><NumOfLns>3</NumOfLns><Terrain>Level</Terrain><FreeFlowSpeed>65.0</FreeFlowSpeed><Volume>2664</Volume><Peak15Vol>724</Peak15Vol><PHF>0.92</PHF><HVPct>5</HVPct><RVPct>0</RVPct><HVPCE>1.5</HVPCE><RVPCE>1.2</RVPCE><fHV_HCM>0.976</fHV_HCM><fp_HCM>1.00</fp_HCM><FlowRate>2968</FlowRate></MAINLINE></RAMPJUNCTION></SEGMENT></TMML>

