<?xml version="1.0"?>
<TMML Facility="Ramps"><AGENCY/><GENERAL><AnalysisYear>Present</AnalysisYear><PeriodID>4 pm - 5 pm</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-1</ProjectID><Version>HCS Ramps Version 4.1d</Version><Units>USC</Units><AnalysisType>Merge</AnalysisType></GENERAL><SEGMENT ID="1"><RAMPJUNCTION TYPE="MERGE"><FlowRate12>415</FlowRate12><MaxFlowRate12>4600</MaxFlowRate12><FlowRateFO>7444</FlowRateFO><FlowRateR12>2526</FlowRateR12><PropFlowRate12>0.078</PropFlowRate12><Equation>4</Equation><Density>21.1</Density><LOS>C</LOS><InterSpeedVariable>0.325</InterSpeedVariable><RampInfluenceSpeed>50.8</RampInfluenceSpeed><OuterLnSpeed>47.5</OuterLnSpeed><AvgSpeed>48.6</AvgSpeed><VFOActual>7444</VFOActual><VFOMmax>9000</VFOMmax><VFOLOSYN>No</VFOLOSYN><VRActual>2526</VRActual><MaxFlowRateR12>4600</MaxFlowRateR12><VR12LOSYN>No</VR12LOSYN><SideLR>Right</SideLR><NumOfLns>1</NumOfLns><LengthDecelAccelLn1>500</LengthDecelAccelLn1><Terrain>Level</Terrain><DriverPopAdj>1.00</DriverPopAdj><FreeFlowSpeed>45.0</FreeFlowSpeed><Volume>1900</Volume><Peak15Vol>528</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>2111</FlowRate><MAINLINE><NumOfLns>4</NumOfLns><Terrain>Level</Terrain><FreeFlowSpeed>55.0</FreeFlowSpeed><Volume>4800</Volume><Peak15Vol>1333</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>5333</FlowRate></MAINLINE></RAMPJUNCTION></SEGMENT></TMML>
