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125 <br /> Appendix 132: Coastal Major Thoroughfares Inputs - 25 MPH <br /> MINIMUM STANDARD MAXIMUM <br /> 2 Lanes Per Direction <br /> Urban Urban Urban <br /> Arterial Type* PAUIV PAUIV PAUIV <br /> LOS D D D <br /> Street Class IV IV IV <br /> PHF 0.92 0.92 0.92 <br /> Driver Pop Factor 1 1 1 <br /> K Factor 12 11 10 <br /> D Factor 60 60 60 <br /> Arrival Type 4 4 4 <br /> Left Turn % 8 8 8 <br /> Cycle Length 120 120 120 <br /> g/C Ratio 0.42 0.42 0.42 <br /> FFS 30 30 30 <br /> Total Segment Length 1 1 1 <br /> Signals Per Mile 6 6 6 <br /> Maximum AADT 20300 22100 24400 <br /> MINIMUM STANDARD MAXIMUM <br /> 2 Lane Per Direction WCLTL <br /> Urban Urban Urban <br /> Arterial Type* PAUIV PAUIV PAUIV <br /> LOS D D D <br /> Street Class IV IV IV <br /> PHF 0.92 0.92 0.92 <br /> Driver Pop Factor 1 1 1 <br /> K Factor 12 11 10 <br /> D Factor 60 60 60 <br /> Arrival Type 4 4 4 <br /> Left Turn % 16 16 16 <br /> Cycle Length 120 120 120 <br /> g/C Ratio 0.42 0.42 0.42 <br /> FFS 35 35 35 <br /> Total Segment Length 1 1 1 <br /> Signals Per Mile 6 6 6 <br /> Maximum AADT 22200 24200 26700 <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-11 Updated 10/14/2011 <br />