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| Movement | EBL | EBR | NBL | NBT | SBT | SBR |
|---|
| Lane Configurations | | | | uparrow | uparrow | |
|---|
| Traffic Volume (veh/h) | 10 | 59 | 110 | 285 | 347 | 7 |
|---|
| Future Volume (Veh/h) | 10 | 59 | 110 | 285 | 347 | 7 |
|---|
| Sign Control | Stop | | | Free | Free | |
|---|
| Grade | 0% | | | 0% | 0% | |
|---|
| Peak Hour Factor | 0.92 | 0.92 | 0.92 | 0.92 | 0.92 | 0.92 |
|---|
| Hourly flow rate (vph) | 11 | 64 | 120 | 310 | 377 | 8 |
|---|
| Pedestrians | | | | | | |
|---|
| Lane Width (ft) | | | | | | |
|---|
| Walking Speed (ft/s) | | | | | | |
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| Percent Blockage | | | | | | |
|---|
| Right turn flare (veh) | | | | | | |
|---|
| Median type | | | | None | None | |
|---|
| Median storage veh) | | | | | | |
|---|
| Upstream signal (ft) | | | | | | |
|---|
| pX, platoon unblocked | | | | | | |
|---|
| vC, conflicting volume | 931 | 381 | 385 | | | |
|---|
| vC1, stage 1 conf vol | | | | | | |
|---|
| vC2, stage 2 conf vol | | | | | | |
|---|
| vCu, unblocked vol | 931 | 381 | 385 | | | |
|---|
| tC, single (s) | 6.4 | 6.2 | 4.1 | | | |
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| tC, 2 stage (s) | | | | | | |
|---|
| tF (s) | 3.5 | 3.3 | 2.2 | | | |
|---|
| p0 queue free % | 96 | 90 | 90 | | | |
|---|
| cM capacity (veh/h) | 268 | 666 | 1185 | | | |
|---|
| Direction, Lane # | EB 1 | NB 1 | SB 1 | | | |
|---|
| Volume Total | 75 | 430 | 385 | | | |
|---|
| Volume Left | 11 | 120 | 0 | | | |
|---|
| Volume Right | 64 | 0 | 8 | | | |
|---|
| cSH | 547 | 1185 | 1700 | | | |
|---|
| Volume to Capacity | 0.14 | 0.10 | 0.23 | | | |
|---|
| Queue Length 95th (ft) | 12 | 8 | 0 | | | |
|---|
| Control Delay (s) | 12.6 | 3.1 | 0.0 | | | |
|---|
| Lane LOS | B | A | | | | |
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| Approach Delay (s) | 12.6 | 3.1 | 0.0 | | | |
|---|
| Approach LOS | B | | | | | |
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| Intersection Summary | | | | | | |
|---|
| Average Delay | | | 2.6 | | | |
|---|
| Intersection Capacity Utilization | | | 54.0% | ICU Level of Service | | A |
|---|
| Analysis Period (min) | | | 15 | | | |
|---|