Real-Time Incident Detection and Capacity Estimation Using Loop Detector Data

Table 2

Speed and occupancy comparison with weekly and previous time interval average.

Freeway	Percentage difference of upstream speed with weekly average speed (%)	Percentage difference of upstream speed with previous time intervals (%)	Percentage difference of upstream occupancy with weekly average occupancy (%)	Percentage difference of upstream occupancy with previous time intervals (%)
SR99-N	−42.04	−39.74	56.76	49.84
SR94-W	−58.33	−40.80	79.90	86.26
I215–N	−44.98	−43.82	79.18	65.81
I80-E	−39.03	−26.85	36.63	47.59
I8–W	−41.19	−38.92	72.25	69.74
SR24-E	−35.44	−18.96	65.00	65.71
I105-E	−58.22	−36.08	16.61	52.04
I105–W	−34.97	−32.80	11.53	37.62
I15–N	−50.28	−43.31	53.77	61.77