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Admin Order 58-02-02-F
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Admin Order 58-02-02-F
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Last modified
8/25/2008 3:36:09 PM
Creation date
8/13/2008 3:51:07 PM
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PW_Exec
PW_Division_Exec
Administration
PWA_Project_Area
Admin Orders
PW_Subject
TIA Standards
Document_Date
6/25/2002
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i~ <br /> i <br /> within the study azea. <br /> 4.2.3 Known or anticipated developments within the study area. <br /> 4.3 Demographics. Population and employment information within the study area <br /> by traffic analysis zone (as needed for use in site traffic distribution and assignment). <br /> ~ (Available from LCOG staff.) <br /> 4.4 Existin~portation System. <br /> 4.4.1 Street system characteristics in the study azea, including number of <br /> lanes, lane and shoulder widths, access control, and traffic control devices. <br /> 4.4.2 A description of roadway geometries, including horizontal and vertical <br /> curvature. <br /> 4.4.3 Roadway functional classifications. <br /> 4.4.4 Posted speed limits and/or free-flow speeds. <br /> 4.4.5 Traffic signal locations, phasing, coordination and timing. <br /> 4.4.6 Congested locations within the study area as identified by the City or <br /> previous traffic studies at the time of application. <br /> 4.4.7 Accident history for 3 years prior to the application on maj or roadway <br /> links and intersections within the study area. <br /> 4.4.8 Transit stops, service, and usage. <br /> 4.4.9 Pedestrian and bicycle linkages. <br /> j 4.4.10 Available curb and off-site parking facilities. <br /> <br /> „ I ~ 5. Peak Traffic Hours. The TIA shall include peak hour traf~-lc counts for all streets <br /> within the study area at the time of application. Existing traffic counts (less than 2 years old) may <br /> be factored by an average 2% per yeaz growth rate to establish the forecasted background traffic <br /> volumes. Growth rates less than this amount may be used for those roadways that are already <br /> approaching their theoretical capacity during peak periods if the lower growth rates are justified by <br /> a different methodology presented by a professional traffic engineer. Traffic .counts shall be <br /> provided for: <br /> 5.1 The weekday a.m. peak-traffic period (a one-hour peak in morning traffic <br /> volumes occurring between 7:00 a.m. and 9:00 a.m.). <br /> 5.2 The weekday p.m. peak-traffic period (a one-hour peak in afternoon traffic <br /> volumes occumng between 4:00 p.m. and 6:00 p.m.). <br /> S.3 The weekday midday peak-traffic period (a one-hour peak in traffic volumes <br /> between 11:30 a.m. and 12:30 p.m.). <br /> 5.4 The peak-traffic period on Saturday (a one-hour peak in traffic volumes <br /> between 1:30 p.m. and 2:30 p.m.). <br /> Administrative Order - 5 <br /> r:\adminord\rules\Olstdstialao.wpd(12/06/01) <br /> <br />
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