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Traffic Signal Timing: adjustment factor

fg plus3 to fp no parking

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 factor9 rowsPage 2 of 3
parameter typerecord iddescriptionunitvalue max (varies)value typical (varies)
adjustment factorfg plus3fg for +3% upgrade (uphill)dimensionless0.9850.985
adjustment factorfg plus6fg for +6% upgradedimensionless0.970.97
adjustment factorfhv 10pctfHV at 10% heavy vehiclesdimensionless0.9090.909
adjustment factorfhv 15pctfHV at 15% heavy vehiclesdimensionless0.870.87
adjustment factorfhv 2pctfHV at 2% heavy vehiclesdimensionless0.980.98
adjustment factorfhv 5pctfHV at 5% heavy vehiclesdimensionless0.9520.952
adjustment factorflt exclusiveLeft turn adjustment factor fLT exclusive protecteddimensionless0.950.95
adjustment factorfp 20maneuversfp with parking 20 maneuvers/hr single lanedimensionless0.90.9
adjustment factorfp no parkingfp when no parking (reference)dimensionless11

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