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Garland Avenue & Cleveland Street

After pedestrian incidents at a busy campus intersection, the University of Arkansas and Olsson used RSA 3D to measure how well drivers and pedestrians can see each other, movement by movement, in one LiDAR-based 3D model.

Aerial view of the Garland Avenue and Cleveland Street intersection on the University of Arkansas campus

31% visiblethe lowest vehicle result, for a right turn onto Garland Avenue with Garland traffic at 35 mph.

Client
University of Arkansas
Location
Arkansas
Product
Road Safety Audit 3D
Published
2026

Overview

The intersection of Garland Avenue and Cleveland Street, on the University of Arkansas campus, carries high volumes of vehicle and pedestrian traffic, which raises safety concerns for pedestrians crossing it.

Following recent pedestrian incidents, the University started a safety study with Olsson to understand conditions at the intersection and determine whether pedestrians and motorists have enough sight distance to identify and react to potential conflicts safely.

In partnership with Olsson, RDV Systems used RSA 3D to run an Intersection Sight Distance (ISD) analysis. Working from a LiDAR-based 3D model, RSA 3D evaluated visibility across real-world scenarios involving stopped and moving vehicles, buses and pedestrians.

Map of the Garland Avenue and Cleveland Street intersection with the analyzed sight-distance movements drawn in purple
The movements analyzed at Garland Avenue and Cleveland Street.

By analyzing multiple vehicle movements, pedestrian paths and potential conflicts within the same 3D digital environment, RSA 3D gave an objective, data-driven assessment of sight distance throughout the intersection. The analysis showed where visibility was adequate, and pinpointed where roadway geometry, vehicles or surrounding features constrained sight lines.

Why this approach matters

RSA 3D lets engineers evaluate vehicle and pedestrian movements, speeds and sight conditions consistently, within a single 3D environment. Its repeatable, data-driven sight-line analysis identifies visibility constraints and focuses field reviews and design work on the specific approaches, turning movements and crosswalk interactions where safety concerns may exist.

Testing multiple speeds and turning movements

The analysis evaluated multiple conflict scenarios, including stopped and moving vehicles, vehicles and pedestrians in crosswalks, and other vehicle-pedestrian interactions. Garland Avenue was analyzed at 25 mph and 35 mph, and Cleveland Street at 20 mph. For each one, RSA 3D reports an ISDQuality value: the share of the line-of-sight triangle that is visible, from 0 to 1.0, where 1.0 means 100% visibility.

Representative maneuverSpeed (mph)ISDQualityObservation
Garland NB → Garland SB, left-turn view251.00Strong modeled visibility
Garland SB → Cleveland WB, right turn200.65Reduced visibility; creep case
Cleveland WB → Garland NB, right turn250.58Reduced visibility
Cleveland EB → Garland SB, right turn250.38Lowest 25 mph vehicle result
Cleveland EB → Garland SB, right turn350.31Lowest 35 mph vehicle result
Aerial view of a right turn from Cleveland Street with sight-line rays: red rays where the target is 10% visible or less, green where it is more, and a blue creep ray
Sight-line rays for a right turn. Red: target visibility 10% or less. Green: more than 10%. Blue: the creep ray.

Speed matters

Raising the speed on Garland Avenue from 25 mph to 35 mph reduced visibility further for the constrained movements. The Cleveland WB to Garland NB right turn dropped from 0.58 to 0.42, and the Cleveland EB to Garland SB right turn from 0.38 to 0.31. These results show how changing operating conditions affect sight distance, and point to the areas that need further review.

One digital environment, multiple road users

RSA 3D extended the analysis beyond vehicle-to-vehicle sight distance to pedestrian visibility, across several scenarios: moving vehicles viewing pedestrians, stopped vehicles viewing pedestrians in crosswalks, and turning vehicles approaching crosswalks. Engineers get one consistent way to evaluate the visibility of both vehicles and vulnerable road users, in the same digital environment.

Pedestrian scenarioISDQuality rangeWhat the results show
Static pedestrians vs. moving vehicle0.50 – 1.00Some approaches had reduced visibility
Stopped vehicle vs. pedestrian in crosswalk0.66 – 1.00Most modeled movements were 1.00
Turning vehicle vs. pedestrian on crosswalk0.57 – 1.00Lowest value occurred at 35 mph
Aerial view of a vehicle approaching a crosswalk with sight-line rays toward a pedestrian, colored by how visible the target is
Sight lines from a vehicle to a pedestrian at a crosswalk.

Why RSA 3D

RSA 3D turns complex roadway data into actionable safety insight, letting engineers evaluate multiple movements, speeds, road users and visibility conditions within a repeatable 3D environment. Using LiDAR, CADD, GIS and other roadway data, it automates safety and geometric analyses so agencies can identify potential deficiencies, focus engineering review, prioritize improvements and make better-informed, data-driven roadway safety decisions.

  • Pinpoint constrained sight lines with repeatable 3D visibility rays.
  • Compare operating conditions, including speed, turning movement and driver eye position.
  • Focus engineering review on geometry, vegetation, roadside objects, crosswalk placement and other influences on visibility.
  • Create visual, shareable evidence for designers, safety teams and decision-makers.

Download the case study (PDF)

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