<?xml version="1.0"?>
<TMML Facility="Freeways"><GENERAL><PeriodID>AM Peak</PeriodID><FacilityName>Alternate Route 7 / Eastbound</FacilityName><FacilityLocation>I-787 to I-87</FacilityLocation><Jurisdiction>Region 1</Jurisdiction><AnalysisYear>2001</AnalysisYear><ProjectID>Case 4, Problem 1, Subproblem 1a, Scenario 1</ProjectID><Version>HCS Freeways Version 4.1c</Version><Units>USC</Units><AnalysisType>Ops</AnalysisType></GENERAL><SEGMENT><BASIC><NumOfLns>2 </NumOfLns><LaneWidth>12.0 </LaneWidth><RtLateralClear>6.0 </RtLateralClear><IntchangeDen>0.50 </IntchangeDen><Terrain>Level</Terrain><GradePct>-1.00 </GradePct><GradeLength>1.00 </GradeLength><RuralFreeways>0</RuralFreeways><DriverPop>1.00 </DriverPop><COMPOSITEGRADE><Segment ID="1"><GradePct>-1.00 </GradePct><GradeLength>1.00 </GradeLength></Segment><CalcType>Measured</CalcType></COMPOSITEGRADE><SpeedType>Measured</SpeedType><BaseFreeFlowSpeed>55.0 </BaseFreeFlowSpeed><FreeFlowSpeed>55.0 </FreeFlowSpeed><Volume>3340 </Volume><Peak15Vol>928 </Peak15Vol><PHF>0.90 </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>1902 </FlowRate><APCTS>54.8 </APCTS><Density>34.7 </Density><LOS>D</LOS></BASIC></SEGMENT></TMML>
