UTE — Data Collection Overview

Interactive HTML table of all collection sites and sections. Hover rows for emphasis; use the expanders to focus on one site. Copy / embed this file into your GitHub Pages or docs.

All Sites — Combined Table (Click to collapse)
Site ID & Name Segment Length (m) Duration (s) # Trajectories Lane Layout Location Type Coordinates (Lat, Lon) Speed Limit (Km/h) Traffic Conditions
Expressway 1 (SQM1) 427 255 1041 5×2 Merge/Diverge Segment 32.005548, 118.789275 80 From free-flow to congestion in morning peak hours, with obvious stop-and-go waves.
Expressway 1 (SQM2) 386 400 1420 5×1 Merge/Diverge Segment 32.005548, 118.789275 80 From free-flow to congestion in morning peak hours, with obvious stop-and-go waves.
Expressway 2 (YTAvenue3) 362 545 1072 5×2 Merge/Diverge Segment 32.005887, 118.781899 80 Congested traffic in morning peak hours, with obvious stop-and-go waves.
Expressway 3 (CKQ4) 352 1184 2513 5×2 Weaving Segment 32.010155, 118.796739 80 Unimpeded traffic.
Urban Road 1 (XAM-N5) 140 264 862 5×2 Weaving Segment 32.053866, 118.807840 60 From free-flow to congestion in afternoon peak hours, with obvious stop-and-go waves.
Urban Road 1 (XAM-N6) 140 366 900 5×2 Weaving Segment 32.053866, 118.807840 60 From free-flow to congestion in afternoon peak hours, with obvious stop-and-go waves.
Expressway 4 (RML7) 220 300 555 4×1 Merge Segment 28.182147, 113.017548 80 Unimpeded traffic to congestion.
Urban Road 2 (PKDD8) 280 1066 1477 4×2 Basic Segment 32.067824, 118.664783 80 Free flow.
Urban Road 3 (XAM-S9) 180 300 463 6×1 Weaving Segment 32.037338, 118.803662 60 Free flow to congestion in afternoon peak hours, with obvious stop-and-go waves.

Tip: copy this file into your repository (e.g., docs/ute_table.html) and link to it from README for a nicer, interactive view.