| Vehicle Volumes and Adjustments |
| Approach | Eastbound | Westbound | Northbound | Southbound |
|---|
| Movement | 0 | 1 | 1 | R | 0 | L | T | R | 0 | 1 | T | R | 0 | 1 | T | R | |
|---|
| Priority | | 10 | 11 | 12 | | 7 | 8 | 9 | 1U | 1 | 2 | 3 | 4U | 4 | 5 | 6 | |
|---|
| Number of Lanes | | 0 | 1 | 0 | | 0 | 0 | 0 | 0 | 0 | 1 | 0 | 0 | 0 | 1 | 0 | |
|---|
| Configuration | | | LR | | | | | | LT | | | | | | | TR | |
|---|
| Volume (c�/D) | | 0 | 0 | 5 | | | | | | S | 60 | | | | 21 | 0 | |
|---|
| Percent Heavy Vehicles (%) | | 3 | | 3 | | | | | | 3 | | | | | | | |
|---|
| Proportion Line Blocked | | | | | | | | | | | | | | | | | |
|---|
| Percent Grade (%) | | | 0 | | | | | | | | | | | | | | |
|---|
| Right Turn Channelized | | | | | | | | | | | | | | | | | |
|---|
| Median Type | Storage | | | | | | | | | | | | | | | | | |
|---|
| Undivided |
| Critical and Follow-up Headways |
| Base Critical Headway (sec) | | 7.1 | | 6.2 | | | | | | 4.1 | | | | | | | |
|---|
| Critical Headway (sec) | | 6.43 | | 6.23 | | | | | | 4.13 | | | | | | | |
|---|
| Base Follow-Up Headway (sec) | | 3.5 | | 3.3 | | | | | | 2.2 | | | | | | | |
|---|
| Follow-Up Headway (sec) | | 3.55 | | 3.33 | | | | | | 2.23 | | | | | | | |
|---|
| Delay, Queue Length, and Level of Service |
| Flow Rate, v (veh/h) | | | 6 | | | | | | | 6 | | | | | | | |
|---|
| Capacity, c (V/m) | | | 10.50 | | | | | | | 1585 | | | | | | | |
|---|
| V/c Ratio | | | 0.01 | | | | | | | 0.00 | | | | | | | |
|---|
| 95% Queue Length, Qas (ft) | | | 0.0 | | | | | | | 0.0 | | | | | | | |
|---|
| 95% Queue Length, Qas (ft) | | | 0.0 | | | | | | | 0.0 | | | | | | | |
|---|
| Control Delays/veh | | | 8.4 | | | | | | | 7.3 | 0.0 | | | | | | |
|---|
| Level of Service (LOS) | | | A | | | | | | | A | A | | | | | | |
|---|
| Approach Delay (S/ve) | | | | | | | | | | | | | | | | | |
|---|
| Approach LOS | | A | | A | |
|---|
| Copyright © 2026 University of Florida. All Rights Reserved. |