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122 <br /> Appendix 132: Coastal Major Thoroughfares Inputs - 35 MPH <br /> MINIMUM STANDARD MAXIMUM <br /> 1 Lane Per Direction <br /> Urban Suburban Urban Suburban Urban Suburban <br /> Arterial Type* PAUIV PASII PAUIV PASII PAUIV PASII <br /> LOS D D D D D D <br /> Street Class IV II IV II IV II <br /> PHF 0.92 0.9 0.92 0.9 0.92 0.9 <br /> Driver Pop Factor 1 1 1 1 1 1 <br /> K Factor 12 13 11 12 10 11 <br /> D Factor 60 60 60 60 60 60 <br /> Arrival Type 4 3 4 3 4 3 <br /> Left Turn % 8 5 8 5 8 5 <br /> Cycle Length 120 150 120 150 120 150 <br /> g/C Ratio 0.42 0.55 0.42 0.55 0.42 0.55 <br /> FFS 35 35 35 35 35 35 <br /> Total Segment Length 1 2 1 2 1 2 <br /> Signals Per Mile 6 3 6 3 6 3 <br /> Maximum AADT 10100 11600 11100 12600 12200 13700 <br /> MINIMUM STANDARD MAXIMUM <br /> 1 Lane Per Direction WCLTL <br /> Urban Suburban Urban Suburban Urban Suburban <br /> Arterial Type* PAUIV PASII PAUIV PASII PAUIV PASII <br /> LOS D D D D D D <br /> Street Class IV II IV II IV II <br /> PHF 0.92 0.9 0.92 0.9 0.92 0.9 <br /> Driver Pop Factor 1 1 1 1 1 1 <br /> K Factor 12 13 11 12 10 11 <br /> D Factor 60 60 60 60 60 60 <br /> Arrival Type 4 4 4 4 4 4 <br /> Left Turn % 20 10 20 10 20 10 <br /> Cycle Length 120 150 120 150 120 150 <br /> g/C Ratio 0.42 0.55 0.42 0.55 0.42 0.55 <br /> FFS 35 35 35 35 35 35 <br /> Total Segment Length 1 2 1 2 1 2 <br /> Signals Per Mile 6 3 6 3 6 3 <br /> Maximum AADT 11700 12900 12700 14000 14000 15300 <br /> * PASII = Principal Arterial - Suburban (II) <br /> * PAUIV = Principal Arterial - Urban (IV) <br /> NOTE: Inputs assume 12-foot lanes. To adjust lane-width downward, subtract 3.33% per foot of <br /> pavement and round to the nearest hundred <br /> D-8 Updated 10/14/2011 <br />