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123 <br /> Appendix 132: Coastal Major Thoroughfares Inputs - 35 MPH <br /> MINIMUM STANDARD MAXIMUM <br /> 2 Lanes 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 20300 23500 22200 25500 24500 27800 <br /> MINIMUM STANDARD MAXIMUM <br /> 2 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 % 16 10 16 10 16 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 22300 26000 24300 28100 26800 30700 <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-9 Updated 10/14/2011 <br />