Ranked by predicted vehicle-hours of delay, 16:45–17:45 CT · 1,906 veh-hrs across listed segments
| # | Segment | Dir | Pred. delay (veh-hrs) | vs typical Tue | 90-min trend | Contributing factors | Conf |
|---|---|---|---|---|---|---|---|
| 1 | I-40 · MM 150–151 Western Ave → I-35/I-235 Jct | EB | 305 | +38% | DemandJunction weave | 80% | |
| 2 | I-35 · MM 125–126 SE 29th St → I-40 Jct | NB | 245 | +31% | DemandJunction weave | 81% | |
| 3 | I-40 · MM 149–150 Agnew Ave → Western Ave | EB | 206 | +27% | DemandJunction weave | 82% | |
| 4 | I-35 · MM 126–128 NE 10th St → I-40 Jct | SB | 176 | +9% | Junction weave | 85% | |
| 5 | I-40 · MM 151–153 Eastern Ave → I-35/I-235 Jct | WB | 174 | +7% | Junction weave | 85% | |
| 6 | I-40 · MM 148–149 Portland Ave → Agnew Ave | EB | 144 | +19% | DemandJunction weave | 84% | |
| 7 | I-35 · MM 124–125 SE 44th St → SE 29th St | NB | 132 | +24% | Demand | 84% | |
| 8 | I-40 · MM 150–151 I-35/I-235 Jct → Western Ave | WB | 128 | +12% | Junction weave | 83% | |
| 9 | I-35 · MM 128–130 NE 10th St → NE 23rd St | NB | 122 | +41% | Work zone | 87% | |
| 10 | I-40 · MM 147–148 Meridian Ave → Portland Ave | EB | 111 | +64% | Work zoneDemand | 85% | |
| 11 | I-35 · MM 123–124 SE 66th St → SE 44th St | NB | 85 | +16% | Demand | 86% | |
| 12 | I-40 · MM 146–147 MacArthur Blvd → Meridian Ave | EB | 78 | +58% | Work zoneDemand | 87% |