Jason Krijgsman, jasonkrijgsman.com

Using simulation to improve a construction safety plan

· simulation, construction

In 2018, I spent six months with Royal BAM Group’s Special Projects division on a residential construction project in Amsterdam. The site bordered a road, a cycle path, a footpath and a metro station. More than 300 cyclists passed the site each hour during rush hour.

Aerial photograph taken from the tower crane, looking down on the construction site. The cycle path and road run directly along the edge of the works.
The site from the tower crane. The cycle path follows the site boundary, with the road beside it and a metro entrance at the end of the block.

The approved traffic plan

The safety plan stopped traffic below the tower crane while it lifted a floor slab. For the third to fifth floors, the plan closed the footpath. From the sixth floor upwards, it closed both the footpath and cycle path because the building safety zone widened from about 8 metres to 11 metres. Two traffic marshals would manage each closure.

BAM engineering drawing showing the tower crane, building and a safety zone that widens to 11 metres at a floor height of 30 metres.
The contractor's drawing shows the 11-metre building safety zone at a height of 30 metres. The zone reaches the footpath and cycle path.

The plan complied with the applicable rules and addressed the risk from an overhead load. The project team needed to understand how repeated closures would affect the people waiting beside the site.

The queue created a separate risk

Stopping the cycle path did not reduce the number of arriving cyclists. It created a queue on a narrow path next to the lifting zone and near a metro entrance. When the marshals reopened the path, cyclists moved through the constrained area as a group alongside pedestrians.

This sequence would occur during every lift over an 18-month programme. The plan would therefore replace moving traffic with a repeated cycle of stationary queues and sudden releases beside the active works.

Overhead site plan with the crane drop zone marked in red across the blue cycle path and footpath, with Spaklerweg metro station north of the site.
The crane drop zone crosses the cycle path and footpath near the metro station.

The contractor, municipality and regional safety authority each held different evidence about this situation. A simulation allowed them to assess the interaction between crane movements, cyclist arrivals and traffic closures together.

Building the simulation

I built a discrete-event simulation in Simio. It represented the crane, road, cycle path, footpath, vehicles, pedestrians and cyclists. I calibrated the arrival patterns with observed rush-hour traffic volumes.

The running simulation, with labelled nodes for the cycle path, pedestrian crossings, vehicle entry points and the metro exit.
The model includes each crossing, waiting point and entry node used in the analysis.

The model used a counter to represent the traffic rule. The counter increased when the crane lifted a slab and decreased when the slab was placed. Cyclists and pedestrians waited while the counter was above zero and continued when it returned to zero.

A 3D simulation model of the construction site in Simio, showing the tower crane, foundation, road, cycle path and surrounding trees.
The Simio model contains the crane, road, cycle path, footpath and moving entities.

Running the model over a shift showed the queue forming beside the crane whenever a slab was lifted. The team could change the traffic rules and compare the resulting queue and movement patterns.

Annotated screenshot of the simulation logic: a counter increases when a floor slab is lifted and decreases when it is placed, with cyclists held while the counter is above zero.
The counter that applies the proposed traffic rule during each lift.

Revised plan and result

The project team revised the traffic plan after reviewing the simulation. The municipality adopted the new approach, and the regional safety authority approved it. Cyclists and pedestrians could continue through the area during rush hour instead of waiting beside the lifting zone.

The revised plan also removed the need for two traffic marshals throughout the closures. Using a conservative six-month period, the estimated avoided cost was €26,352. Applying the staffing assumptions for later floors across the full 18-month programme produced an estimated range of €79,000 to €155,000.

When simulation is useful

The model did not predict every movement at the site. It represented the rules, arrival patterns and physical constraints that could change the safety outcome.

This type of model is useful when responsibility for a system is divided. The contractor understood the crane cycle, the municipality held the traffic information and the safety authority assessed the operating rules. The simulation combined those inputs in one object that all three parties could inspect and challenge.

I have since used the same approach for airport operations, freight corridors and public health systems. It helps a group identify the interaction causing a problem and test proposed changes before applying them to the live system.