<?xml version="1.0"?>
<TMML Facility="Ramps"><AGENCY/><GENERAL><AnalysisYear>2002</AnalysisYear><PeriodID>PM Peak - Existing</PeriodID><FacilityName>I-87</FacilityName><FacilityLocation>NB Off Ramp</FacilityLocation><Jurisdiction>Region 1</Jurisdiction><ProjectID>NCHRP 3-64</ProjectID><Version>HCS Ramps Version 4.1d</Version><Units>USC</Units><AnalysisType>Diverge</AnalysisType></GENERAL><SEGMENT ID="1"><RAMPJUNCTION TYPE="DIVERGE"><FlowRate12>2935</FlowRate12><MaxFlowRate12>4400</MaxFlowRate12><FlowRateFI>3947</FlowRateFI><FlowRateFO>2497</FlowRateFO><PropFlowRate12>0.595</PropFlowRate12><Equation>5</Equation><Density>23.2</Density><LOS>C</LOS><InterSpeedVariable>0.558</InterSpeedVariable><RampInfluenceSpeed>52.2</RampInfluenceSpeed><OuterLnSpeed>71.3</OuterLnSpeed><AvgSpeed>56.0</AvgSpeed><VF1Actual>3947</VF1Actual><VF1Dmax>7050</VF1Dmax><VFILOSYN>No</VFILOSYN><V12Actual>2935</V12Actual><V12LOSYN>No</V12LOSYN><VFOActual>2497</VFOActual><VFODmax>7050</VFODmax><VFOLOSYN>No</VFOLOSYN><VRActual>1450</VRActual><VRDmax>2000</VRDmax><FlowRateR>1450</FlowRateR><VRLOSYN>No</VRLOSYN><SideLR>Right</SideLR><NumOfLns>1</NumOfLns><LengthDecelAccelLn1>700</LengthDecelAccelLn1><Terrain>Level</Terrain><DriverPopAdj>1.00</DriverPopAdj><FreeFlowSpeed>35.0</FreeFlowSpeed><Volume>1344</Volume><Peak15Vol>354</Peak15Vol><PHF>0.95</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>1450</FlowRate><ADJACENTRAMP><DistanceTo>700</DistanceTo><RampYesNo>0</RampYesNo><PositionUpDown>1</PositionUpDown><TypeOnOff>0</TypeOnOff><Terrain>Level</Terrain><Volume>350</Volume><PHF>0.95</PHF><Peak15Vol>92</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>378</FlowRate></ADJACENTRAMP><MAINLINE><NumOfLns>3</NumOfLns><Terrain>Level</Terrain><FreeFlowSpeed>65.0</FreeFlowSpeed><Volume>3658</Volume><Peak15Vol>963</Peak15Vol><PHF>0.95</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>3947</FlowRate></MAINLINE></RAMPJUNCTION></SEGMENT></TMML>

