<?xml version="1.0"?>
<TMML Facility="TwoLane"><AGENCY/><GENERAL><Organization>Miami-Dade</Organization><PeriodID>Morning Peak Hours</PeriodID><Highway>SR 977</Highway><Location>Eureka Dr to Kendall Dr</Location><AnalysisYear>2002</AnalysisYear><ProjectID>Center Section Existing LOS Analysis  Class II</ProjectID><Units>USC</Units><AnalysisType>Two Way</AnalysisType></GENERAL><HIGHWAY Direction="Fwd"><HighwayClass_HCM>2</HighwayClass_HCM><RtLateralClear>3.0</RtLateralClear><LnWidth>12.0</LnWidth><SegmentLength>6.5</SegmentLength><Terrain>Level</Terrain><TwoWayVolume>1190</TwoWayVolume><PHF>0.91</PHF><HVPct>26</HVPct><RVPct>0</RVPct><NoPassZonePct>8</NoPassZonePct><AccessPoints>2</AccessPoints><DFactor>57</DFactor><ATS><fG_HCM>1.00</fG_HCM><HVPCE>1.1</HVPCE><RVPCE>1.0</RVPCE><fHV_HCM>0.975</fHV_HCM><TwoWayFlowRate>1342</TwoWayFlowRate><SpeedType>Estimated</SpeedType><BaseFreeFlowSpeed>53.1</BaseFreeFlowSpeed><LnWidthLateralClearAdj>2.6</LnWidthLateralClearAdj><AccessPointsAdj>0.5</AccessPointsAdj><FreeFlowSpeed>50.0</FreeFlowSpeed><HighDirRate>765</HighDirRate><fnp_HCM>0.3</fnp_HCM><AvgTravelSpeed>39.3</AvgTravelSpeed></ATS><PTSF><fG_HCM>1.00</fG_HCM><HVPCE>1.0</HVPCE><RVPCE>1.0</RVPCE><fHV_HCM>1.000</fHV_HCM><HighDirRate>746</HighDirRate><TwoWayFlowRate>1308</TwoWayFlowRate><BasePTSF_HCM>68.3</BasePTSF_HCM><fnp_HCM>1.7</fnp_HCM><PTSF_HCM>70.1</PTSF_HCM></PTSF><LOS>D</LOS><VCRatio>0.42</VCRatio><Peak15TD>2138</Peak15TD><PeakTD>7783</PeakTD><Peak15TT>54.4</Peak15TT></HIGHWAY></TMML>

