| ↗ | → | ↘ | [F3] | ↖ | [F6] | uparrow | [F5] | [F2] | downarrow | [F8] |
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| Movement | EBL | EBT | EBR | WBL | WBT | WBR | NBL | NBT | NBR | SBL | SBT | SBR |
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| Lane Configurations | | ↔ | | | ↔ | | | ↔ | | | ↔ | |
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| Traffic Volume (veh/h) | 6 | 0 | 21 | 10 | 0 | 4 | 30 | 234 | 1 | 6 | 304 | 15 |
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| Future Volume (Veh/h) | 6 | 0 | 21 | 10 | 0 | 4 | 30 | 234 | 1 | 6 | 304 | 15 |
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| Sign Control | | Stop | | | Stop | | | Free | | | Free | |
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| Grade | | 0% | | | 0% | | | 0% | | | 0% | |
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| Peak Hour Factor | 0.92 | 0.92 | 0.92 | 0.92 | 0.92 | 0.92 | 0.92 | 0.92 | 0.92 | 0.92 | 0.92 | 0.92 |
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| Hourly flow rate (vph) | 7 | 0 | 23 | 11 | 0 | 4 | 33 | 254 | 1 | 7 | 330 | 16 |
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| Pedestrians | | 5 | | | | | | | | | | |
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| Lane Width (ft) | | 12.0 | | | | | | | | | | |
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| Walking Speed (ft/s) | | 3.5 | | | | | | | | | | |
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| Percent Blockage | | 0 | | | | | | | | | | |
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| Right turn flare (veh) | | | | | | | | | | | | |
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| Median type | | | | | | | | None | | | None | |
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| Median storage veh) | | | | | | | | | | | | |
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| Upstream signal (ft) | | | | | | | | | | | | |
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| pX, platoon unblocked | | | | | | | | | | | | |
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| vC, conflicting volume | 682 | 678 | 343 | 696 | 686 | 254 | 351 | | | 255 | | |
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| vC1, stage 1 conf vol | | | | | | | | | | | | |
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| vC2, stage 2 conf vol | | | | | | | | | | | | |
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| vCu, unblocked vol | 682 | 678 | 343 | 696 | 686 | 254 | 351 | | | 255 | | |
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| tC, single (s) | 7.1 | 6.5 | 6.3 | 7.1 | 6.5 | 6.2 | 4.1 | | | 4.1 | | |
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| tC, 2 stage (s) | | | | | | | | | | | | |
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| tF (s) | 3.5 | 4.0 | 3.4 | 3.5 | 4.0 | 3.3 | 2.2 | | | 2.2 | | |
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| p0 queue free % | 98 | 100 | 97 | 97 | 100 | 99 | 97 | | | 99 | | |
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| cM capacity (veh/h) | 353 | 363 | 687 | 337 | 359 | 789 | 1191 | | | 1322 | | |
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| Direction, Lane # | EB 1 | WB 1 | NB 1 | SB 1 | | | | | | | | |
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| Volume Total | 30 | 15 | 288 | 353 | | | | | | | | |
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| Volume Left | 7 | 11 | 33 | 7 | | | | | | | | |
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| Volume Right | 23 | 4 | 1 | 16 | | | | | | | | |
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| cSH | 563 | 398 | 1191 | 1322 | | | | | | | | |
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| Volume to Capacity | 0.05 | 0.04 | 0.03 | 0.01 | | | | | | | | |
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| Queue Length 95th (ft) | 4 | 3 | 2 | 0 | | | | | | | | |
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| Control Delay (s) | 11.8 | 14.4 | 1.2 | 0.2 | | | | | | | | |
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| Lane LOS | B | B | A | A | | | | | | | | |
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| Approach Delay (s) | 11.8 | 14.4 | 1.2 | 0.2 | | | | | | | | |
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| Approach LOS | B | B | | | | | | | | | | |
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| Intersection Summary | | | | | | | | | | | | |
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| Average Delay | | | 1.4 | | | | | | | | | |
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| Intersection Capacity Utilization | | | 39.2% | | ICU Level of Service | | | | A | | | |
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| Analysis Period (min) | | | 15 | | | | | | | | | |
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