Network screening is a process for ranking locations on the road network according to their crash risk, from high to low. The process is sometimes referred to as blackspot identification. Examples of locations may be a section of roadway, an intersection, a freeway ramp or a midblock pedestrian crossing. Those locations identified as highest risk can then be investigated thoroughly to identify crash patterns, contributing factors, and appropriate countermeasures.
Network screening can also be used to implement a policy such as installing red-light cameras at the signalized intersections most likely to benefit from them. In such a case, intersections would be screened for crashes and identified as related to red-light-running or angle-type crashes.
Following a formal process for prioritizing locations for study or improvements ensures that decisions are made based on data rather than subjective perceptions. The process and documentation of issues provides a transparent paper trail to justify why locations were or were not prioritized, and this can be demonstrated for the purpose of any legal proceedings.
There are several methods available for Network Screening. Which approach should be applied depends on what data are available and the technical abilities of the persons conducting the screening.
All the methods are based on the use of crash data as a minimum, but they differ in terms of reliability. Generally, these methods can be categorized into three groups:
- Methods that look at simple counts of crashes or crash rates
- Methods that compare crash counts or rates to what are normal counts or rates at other similar locations
- Sophisticated methods that use Safety Performance Functions (SPFs) to compare a location’s long-term expected crash count to that for similar locations
As an illustration of one approach to Network Screening, consider the data in the table below. The table shows five ranked intersections. The data provided includes the observed number of crashes in the past three years and the average annual daily traffic at each intersection. Also shown is the predicted number of crashes per year from an appropriate intersection SPF and the long-term expected crash frequency per year that is a weighted average of the observed and predicted. The intersections have been ranked in descending order by the excess crashes per year which is taken as the long-term expected frequency per year minus the SPF prediction of crashes per year. In effect, this is an estimate of how many more crashes are expected to occur at each intersection compared to what is normal for similar locations.
Illustration of Network Screening of Intersections
Location ID | 3 Year Crash Count | Average Annual Daily Traffic | SPF Predicted Crashes/year | Long-Term Expected Crash Frequency/year | Excess Crashes/year |
167 | 18 | 14,000 | 2.4 | 5.0 | 2.6 |
35 | 15 | 16,500 | 3.0 | 4.5 | 1.5 |
88 | 10 | 12,000 | 2.0 | 3.0 | 1.0 |
16 | 14 | 18,000 | 3.5 | 4.0 | 0.5 |
143 | 6 | 25,000 | 2.0 | 2.0 | 0.0 |
Detailed information on the available methods and the advantages and disadvantages of each can be found in the following documents:
Data requirements depend on the selected methodology. Crash data for locations to be screened are always required. Other required data may include:
- Traffic volumes for the same years as the crash data
- Geometric data sufficient for classifying facility types (e.g., urban four-legged two-way stop-controlled intersection)
- SPFs and any geometric or other location-specific information required to apply them
Required skills will depend somewhat on the methodology applied. For more advanced methods, the ability to interpret statistical analysis results is required. If specific tools to implement the procedures are developed in-house then software programming skills may be needed.
While specific tools for Network Screening are not necessarily needed, there are some available. This list should not be considered exhaustive.
1. Transportation Association of Canada: Guidelines for the Network Screening of Collision-Prone Locations
The guidelines provide detailed information on Network Screening methodologies that can be used by jurisdictions with a range of data and technical capabilities.
2. AASHTO’s Highway Safety Manual
AASHTO’s Highway Safety Manual (HSM) includes a chapter on Network Screening that provides detail on several methodologies that can be applied.
3. DiExSys Vision Zero Suite
DiExSys Vision Zero Suite (VZS) is a software that provides predictive, diagnostic and analysis tools which reveal the nature and magnitude of the safety problems on the network, segment and intersection levels. VZS is capable of evaluating cost-effectiveness of safety improvement strategies, enabling network screening, producing observational before-and-after studies, leveraging GIS mapping, and recognizing infrastructure and behavioral patterns, facilitating implementation of countermeasure deployment and targeted enforcement.
4. TES Software
TES is a software for transportation data management and analytics that includes Network Screening applications.
5. AASHTOWare Safety
AASHTOWare Safety is a Software as a Service (SaaS) platform specifically designed to meet the unique needs of state and local transportation agencies in the area of highway traffic safety management. The integrated Safety Data Warehouse that the platform is built upon, houses all the necessary data and supports the six steps in the Roadway Highway Safety Management Process: 1) Network Screening, 2) Diagnosis, 3) Countermeasure Selection, 4) Economic Appraisal, 5) Project Prioritization, and 6) Safety Effectiveness Evaluation.
Term | Definition |
Countermeasures | Interventions applied to reduce crashes, e.g. rumble strips |
Facility | Infrastructure provided for road user movements, e.g. roads, bicycle lanes, sidewalks |
Hotspots | Locations identified as having a high number of crashes compared to other locations |
Rumble strips | Textured strips installed on the road to alert drivers through tactile vibrations if they unintentionally veer off the roadway or across the centerline |
Cable median barrier | A safety barrier installed in the median of a divided highway composed of high-tension cables supported by posts |
High friction surface treatments | Applications of specialized materials or coatings on the road surface in increase friction between vehicle tires and the pavement |
Curve warning signs | Traffic signs used to warn drivers in advance of upcoming curves in the road |
Signal backplates | Panels mounted behind traffic signal heads to enhance the visibility of traffic signals |
Countdown pedestrian signals | Pedestrian crossing signals that display a numerical countdown indicating the time remaining for the pedestrian walk signal |
Educational campaigns | Public awareness initiatives designed to inform, educate and change behaviour related to road safety |
Crash tree diagram | A visual representation or chart that illustrates the frequency of crashes by crash types and other involved factors |
Road diets | A reallocation of road space by reducing the number of through lanes and adding a two-way left-turn lane, often with the addition of bicycle lanes or other facility |
Optical speed bars | Visual speed indicators painted on the road in the form of bars that provide optical cues to encourage motorists to reduce their speed |
Speed tables | A traffic calming device similar to a speed bump but that is longer and with a flat top |
Centreline hardening | A form of traffic calming that reduces the turning radius for vehicles using physical measures on the roadway to encourage slower speeds |
Gateway treatments | Physical measures taken where a rural road meets a more urban area to increase driver awareness that posted speed limits are changing, such as landscaping, signage or road markings |