Video surveillance systems and traffic monitoring
It is vitally important that the surveillance staff in the control centre are actually able to see what is happening at the trouble spots along the route and in particular in areas where there is a greater likelihood of critical situations such as delays, accidents and traffic jams occurring. Staff are able to use such images to instigate any safety or control measures required in sufficient time to guarantee the highest level of safety to motorway users and therefore as little discomfort as possible.
In this context, the introduction of automated mechanisms is seen as indispensible in order to prevent technological or control problems with the many installed cameras in relation to the traditional methods of surveillance in the control centre.
One of the basic innovations of the AID systems (Automatic Incident Detection) is the capture of data and automation of the analysis process by which the captured images are processed by digital means and algorithms. When problems arise (accidents, traffic jams, delays, a motorist driving against the traffic, etc.) the image processing algorithms generate an alarm which is then forwarded to a control point at the headquarters. These systems also record the incident including a short period beforehand in order to be able to reconstruct the dynamics of the incident which has occurred
Traffic data collection systems
It is very useful for the control centre to know exactly how many vehicles are on each of the various motorway sections at any one point in time in order to be able to evaluate and predict traffic conditions and as a result implement measures to regulate the traffic at critical points, such as entrances to toll booths or along the route itself, and to provide motorway users with information about delays, traffic jams, etc.
In order to be able to fulfil this function, all vehicles joining, using and leaving the motorway network must therefore be counted. The difference between the number of vehicles joining and leaving gives the exact number of vehicles on the motorway in real time. The process of calculating this number also shows whether the level of traffic in the individual sections is increasing or decreasing; this data may also be used in conjunction with historical data to create precise prognoses for anticipated traffic flows in the core holiday season.
Non-contact sensors have been installed in the gantries along the route of the Brenner Motorway and induction coils laid under the road surface. Both are able to supply all essential traffic data (counts, speed, vehicle classification, etc.).
TUNNEL SAFETY - Water Mist System
A fire protection system with automatic fire extinguishment using water mist (water atomised at high pressure) has been installed as part of the regular maintenance work for the reconstruction of the Virgl Tunnel (BZ). The system developed out of a European research project (Uptun) in which the motorway company has been participating since 2002.
These high pressure atomisation systems differ from traditional sprinkler systems in terms of their significantly higher pressure (80-140 bar in comparison to the usual 10-15 bar of a traditional system) and the much lower water flow rate. In terms of construction, the most important differentiation factors relate to the use of pumps with a high supply pressure and the use of special nozzles. The combination of these elements means the system is able to produce micro droplets of water of a substantially smaller size: 10 micron instead of 1000 micron.
The intrinsic surface of the generated droplets is therefore approx. 200 m2/litre in contrast to the conventional 2 m2/litre of traditional systems. Since extinguishing power is proportional to the intrinsic surface, it is obvious that it will be significantly greater as a result of the high pressure atomisation
MONITORING – thermal imaging of the asphalt
In traffic engineering, the term “de-icing” refers to the act of preventing snow and ice adhering to the road surface. The snow clearing team scatter a de-icing agent on the asphalt prior to any expected heavy snowfall or if the surface reaches the freezing point of any liquid. If de-icing is necessary, a road weather information system is used which measures the temperature of the road surface and other meteorological and climatic conditions (wind, humidity, precipitation, etc.). However, such measurement stations may only be positioned at variable points a considerable distance from one another.
A better assessment can be obtained from an almost blanket coverage and the mapping of temperatures along the entire length of the route. Such imaging includes the collection of data about the temperature of the road surface in relation to its geographical location. This form of data presentation provides a thermal profile of a particular section of road based on a geographical determination. Road maintenance winter service staff are able to use this data to identify locations on the temperature map where temperatures lie below the critical limit thus indicating that these areas are more likely to develop a layer of ice and they are therefore able to decide whether they should apply chemical agents.
Based on the aforementioned facts, Autostrada del Brennero SPA has developed a mobile monitoring system for installation in highway maintenance vehicles (belonging to the road management service). This system is fitted with a data acquisition unit (non-contact IT sensors, GPS, GPRS, etc.) which captures, processes and transmits the temperature data in real time to a central server where a temperature map of the recorded road surface temperatures is created in a geographical information system (GIS).
MONITORING - Structural analysis of the road surface

The condition of the road surface plays a considerable role in relation to structural damage and the duration of its operational suitability. The use of technology to assess the fatigue properties of the road surface and therefore determine the integrity of the load-bearing structure is of vital importance. The evaluation of these critical parameters is used as a basis for the development of a method to determine the remaining useful life, to estimate the intervals for and scope of maintenance and replacement work, and finally to improve structural quality and the resulting long operational suitability of the road surface. The subsequent lower number of necessary road works will generate financial savings.
These objectives will be met by employing an automated vehicle counting system to replace manual methods, which will measure the roughness of the road surface by travelling at motorway speeds along a linear section of the route. An automated measurement system is less resource intensive and provides a greater quantity of useful data regarding roughness while considerably reducing any problems with regard to safety and traffic monitoring which arise as a result of manual surveys and analyses. The system includes various tasks, from the specific analysis of the affected section of the route to large projects, including predictive analysis, estimation of road renovations, renovation quality assurance, etc.
- measurement of roughness for road surface management systems including any safety-relevant studies
- quality assurance measurements for new road surfaces for the certification of contractual specifications for the construction of the road surface with reference to the limit values for the roughness and separation of the concrete aggregates
- detailed measurements of the roughness and surface (wear, grooves, ...)
- evenness along and across the road surface
- faults with joints and cracks
- summary of the surveys of joints and cracks in any one section of the road surface
- documentation of the newly concreted surface
- faults in the road surface and examination of horizontal marks
MONITORING - Integrity of load-bearing structures

The monitoring of load-bearing structures is one of the most modern and effective techniques used to inspect the behaviour of load-bearing structures and for the accurate evaluation of all functional parameters characterising the load-bearing structure. The term monitoring system is taken to mean the combination of all devices used to capture, handle and transmit as required the data for the examination of a load-bearing structure during its useful life.
The performance of a load-bearing structure decreases year on year throughout its lifetime and the residual degree of safety no longer corresponds to that in the construction plan. To guarantee the safety of the load-bearing structure and its users, the integrity of the load-bearing structure must be guaranteed in terms of its safety in relation to the limit states of the load-bearing capacity and fitness for purpose. The development of suitable strategies for the renovation and extension of its useful life requires devising and resolving aspects such as how to monitor the life cycle, the lowest degree of safety and the maintenance strategies from the point of view of reliability over the years and the administration costs.
The main problem consists of identifying the development of any potential faults and advanced degree of wear in good time, and preventing such phenomenon, effectively assessing their causes and severity, and enabling a suitable plan of action. Any process organised in this manner enables the effective prioritisation of planning and above all allows the effectiveness of any actions implemented to be inspected in due time. An optimum strategy will meet the criteria of the minimum life cycle. The aim is to minimise the expected total cost by always complying with the conditions for the safety and reliability of the load-bearing structure.
The motorway bridge at Gossensass, for example, is fitted with sensors to allow the 24 hour monitoring of electrochemical and mechanical parameters (corrosion potential, concentration of chloride ions, temperature and moisture, deformation and flexural behaviour of the load-bearing structure, etc.). From time to time measurement campaigns will also be carried out to examine the dynamic properties of the load-bearing structure.