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Traffic Signal Timing: adjustment factor

fp parking to fw lane width

HCM 6th Edition (TRB 2016) traffic signal timing parameters — base saturation flow rates, adjustment factors (lane width fw, heavy vehicles fHV, grade fg, parking fp, bus blockage fbb, area type fa, turning fLT/fRT), LOS thresholds A–F by control delay, startup and clearance lost time, yellow/all-red interval design values, pedestrian WALK and FDW timing (MUTCD 2009), Webster optimal cycle length parameters, and v/c ratio thresholds.

Civil Engineeringparameter type: adjustment factor8 rowsPage 3 of 3
parameter typerecord iddescriptionunitvalue max (varies)value typical (varies)
adjustment factorfp parkingParking lane adjustment factor fp
adjustment factorfrt exclusiveRight turn adjustment factor fRT exclusivedimensionless0.850.85
adjustment factorfw 10ftLane width adjustment factor fw for 10-ft lanedimensionless0.8670.867
adjustment factorfw 11ftLane width adjustment factor fw for 11-ft lanedimensionless0.9330.933
adjustment factorfw 12ftLane width adjustment factor fw for 12-ft lanedimensionless11
adjustment factorfw 13ftLane width adjustment factor fw for 13-ft lanedimensionless1.0441.044
adjustment factorfw 14ftLane width adjustment factor fw for 14-ft lanedimensionless1.1111.111
adjustment factorfw lane widthLane width adjustment factor fwdimensionless

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