<?xml version="1.0"?>
<TMML Facility="Ramps"><AGENCY/><GENERAL><AnalysisYear>Present</AnalysisYear><PeriodID>7 am - 8 am</PeriodID><FacilityName>I87 NB</FacilityName><FacilityLocation>State Route 7 westbound ramp</FacilityLocation><Jurisdiction>Latham, New York</Jurisdiction><ProjectID>Case Study 4, Problem 3, Sub-Problem 3d-3</ProjectID><Version>HCS Ramps Version 4.1d</Version><Units>USC</Units><AnalysisType>Merge</AnalysisType></GENERAL><SEGMENT ID="1"><RAMPJUNCTION TYPE="MERGE"><FlowRate12>687</FlowRate12><MaxFlowRate12>4600</MaxFlowRate12><FlowRateFO>1957</FlowRateFO><FlowRateR12>1535</FlowRateR12><PropFlowRate12>0.619</PropFlowRate12><Equation>1</Equation><Density>7.7</Density><LOS>A</LOS><InterSpeedVariable>0.204</InterSpeedVariable><RampInfluenceSpeed>52.3</RampInfluenceSpeed><OuterLnSpeed>55.0</OuterLnSpeed><AvgSpeed>52.9</AvgSpeed><VFOActual>1957</VFOActual><VFOMmax>6750</VFOMmax><VFOLOSYN>No</VFOLOSYN><VRActual>1535</VRActual><MaxFlowRateR12>4600</MaxFlowRateR12><VR12LOSYN>No</VR12LOSYN><SideLR>Right</SideLR><NumOfLns>1</NumOfLns><LengthDecelAccelLn1>1500</LengthDecelAccelLn1><Terrain>Level</Terrain><DriverPopAdj>1.00</DriverPopAdj><FreeFlowSpeed>45.0</FreeFlowSpeed><Volume>763</Volume><Peak15Vol>212</Peak15Vol><PHF>0.90</PHF><HVPct>0</HVPct><RVPct>0</RVPct><HVPCE>1.5</HVPCE><RVPCE>1.2</RVPCE><fHV_HCM>1.000</fHV_HCM><fp_HCM>1.00</fp_HCM><FlowRate>848</FlowRate><MAINLINE><NumOfLns>3</NumOfLns><Terrain>Level</Terrain><FreeFlowSpeed>55.0</FreeFlowSpeed><Volume>998</Volume><Peak15Vol>277</Peak15Vol><PHF>0.90</PHF><HVPct>0</HVPct><RVPct>0</RVPct><HVPCE>1.5</HVPCE><RVPCE>1.2</RVPCE><fHV_HCM>1.000</fHV_HCM><fp_HCM>1.00</fp_HCM><FlowRate>1109</FlowRate></MAINLINE></RAMPJUNCTION></SEGMENT></TMML>
