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129 <br /> Appendix 133: Piedmont Major Thoroughfares Inputs - 45 MPH <br /> MINIMUM STANDARD MAXIMUM <br /> 2 Lanes Per Direction <br /> Urban Suburban Rural Urban Suburban Rural I Urban Suburbanj Rural <br /> Arterial Type* PAS11 PAS11 PAHSI PAS11 PAS11 PAHSI PAS11 PAS11 PAHSI <br /> LOS D D D D D D D D D <br /> Street Class II II 1 II II 1 II II 1 <br /> PHF 0.92 0.9 0.88 0.92 0.9 0.88 0.92 0.9 0.88 <br /> Driver Pop Factor 1 1 1 1 1 1 1 1 1 <br /> K Factor 13 14 14 12 13 13 11 12 12 <br /> D Factor 65 60 60 65 60 60 60 60 60 <br /> Arrival Type 3 3 3 3 3 3 3 3 3 <br /> Left Turn % 5 5 5 5 5 5 5 5 5 <br /> Cycle Length 150 150 200 150 150 200 150 150 200 <br /> g/C Ratio 0.55 0.55 0.6 0.55 0.55 0.6 0.55 0.55 0.6 <br /> FFS 45 45 45 45 45 45 45 45 45 <br /> Total Segment Length 2 2 3 2 2 3 2 2 3 <br /> Signals Per Mile 3 2 1 3 2 1 3 2 1 <br /> Maximum AADT 22700 23700 27300 24600 25500 29300 26900 27600 31800 <br /> MINIMUM STANDARD MAXIMUM <br /> 2 Lanes Per Direction WCLTL <br /> Urban Suburban Rural Urban Suburban Rural Urban Suburbanj Rural <br /> Arterial Type* PAS11 PAS11 PAHSI PAS11 PAS11 PAHSI PAS11 PAS11 PAHSI <br /> LOS D D D D D D D D D <br /> Street Class 11 11 1 11 11 1 11 11 1 <br /> PHF 0.92 0.9 0.88 0.92 0.9 0.88 0.92 0.9 0.88 <br /> Driver Pop Factor 1 1 1 1 1 1 1 1 1 <br /> K Factor 13 14 14 12 13 13 11 12 12 <br /> D Factor 65 60 60 65 60 60 65 60 60 <br /> Arrival Type 4 4 4 4 4 4 4 4 4 <br /> Left Turn % 10 10 10 10 10 10 10 10 10 <br /> Cycle Length 150 150 200 150 150 200 150 150 200 <br /> g/C Ratio 0.55 0.55 0.6 0.55 0.55 0.6 0.55 0.55 0.6 <br /> FFS 45 45 45 45 45 45 45 45 45 <br /> Total Segment Length 2 2 3 2 2 3 2 2 3 <br /> Signals Per Mile 3 2 1 3 2 1 3 2 1 <br /> Maximum AADT 24700 25600 29700 26800 27600 32000 29200 29900 34700 <br /> * PAHSI = Principal Arterial - High Speed (1) <br /> * PAS11 = Principal Arterial - Suburban (11) <br /> NOTE: Inputs assume 12-foot lanes. To adjust lane-width downward, subtract 3.33% per foot of pavement <br /> and round to the nearest hundred <br /> D-15 Updated 10/14/2011 <br />