| uparrow | → | downarrow | downarrow | ← | uparrow | [F4] | uparrow | [F3] | [F5] | downarrow | [F2] |
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| Movement | EBL | EBT | EBR | WBL | WBT | WBR | NBL | NBT | NBR | SBL | SBT | SBR |
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| Lane Configurations | | | | | uparrow | | | uparrow | | | uparrow | |
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| Traffic Volume (veh/h) | 5 | 0 | 18 | 0 | 0 | 0 | 11 | 172 | 9 | 5 | 193 | 2 |
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| Future Volume (Veh/h) | 5 | 0 | 18 | 0 | 0 | 0 | 11 | 172 | 9 | 5 | 193 | 2 |
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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) | 5 | 0 | 20 | 0 | 0 | 0 | 12 | 187 | 10 | 5 | 210 | 2 |
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| Pedestrians | | 7 | | | | | | | | | 7 | |
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| Lane Width (ft) | | 12.0 | | | | | | | | | 12.0 | |
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| Walking Speed (ft/s) | | 3.5 | | | | | | | | | 3.5 | |
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| Percent Blockage | | 1 | | | | | | | | | 1 | |
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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 | 451 | 449 | 218 | 457 | 445 | 199 | 219 | | | 197 | | |
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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 | 451 | 449 | 218 | 457 | 445 | 199 | 219 | | | 197 | | |
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| tC, single (s) | 7.6 | 6.5 | 6.3 | 7.1 | 6.5 | 6.2 | 4.2 | | | 4.1 | | |
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| tC, 2 stage (s) | | | | | | | | | | | | |
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| tF (s) | 4.0 | 4.0 | 3.4 | 3.5 | 4.0 | 3.3 | 2.3 | | | 2.2 | | |
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| p0 queue free % | 99 | 100 | 97 | 100 | 100 | 100 | 99 | | | 100 | | |
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| cM capacity (veh/h) | 433 | 498 | 790 | 497 | 501 | 841 | 1290 | | | 1388 | | |
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| Direction, Lane # | EB 1 | WB 1 | NB 1 | SB 1 | | | | | | | | |
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| Volume Total | 25 | 0 | 209 | 217 | | | | | | | | |
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| Volume Left | 5 | 0 | 12 | 5 | | | | | | | | |
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| Volume Right | 20 | 0 | 10 | 2 | | | | | | | | |
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| cSH | 678 | 1700 | 1290 | 1388 | | | | | | | | |
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| Volume to Capacity | 0.04 | 0.00 | 0.01 | 0.00 | | | | | | | | |
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| Queue Length 95th (ft) | 3 | 0 | 1 | 0 | | | | | | | | |
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| Control Delay (s) | 10.5 | 0.0 | 0.5 | 0.2 | | | | | | | | |
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| Lane LOS | B | A | A | A | | | | | | | | |
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| Approach Delay (s) | 10.5 | 0.0 | 0.5 | 0.2 | | | | | | | | |
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| Approach LOS | B | A | | | | | | | | | | |
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| Intersection Summary | | | | | | | | | | | | |
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| Average Delay | | | 0.9 | | | | | | | | | |
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| Intersection Capacity Utilization | | | 24.9% | | ICU Level of Service | | | | A | | | |
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| Analysis Period (min) | | | 15 | | | | | | | | | |
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