Netherlands

Properties

Element type

:

Country

Country code

:

NL

Case studies

The following case studies are available in Netherlands:

• Boogbrug Beek (case study) (created: 12-08-2021)
• Brug Muiden (case study) (created: 12-08-2021)
• Brug Terneuzen (case study) (created: 12-08-2021)
• Brug bij Grubbevorst (case study) (created: 12-08-2021)
• Brug bij Zaltbommel (Pro-rail) (case study) (created: 12-08-2021)
• Brug bij Zaltbommel (case study) (created: 12-08-2021)
• Drechttunnel (case study) (created: 12-08-2021)
• Galecopperbrug (case study) (created: 12-08-2021)
• Haringvlietbrug (case study) (created: 12-08-2021)
• Harmsenbrug (case study) (created: 12-08-2021)
• IJsselbrug Arnhem (case study) (created: 12-08-2021)
• Kruithuisbrug (case study) (created: 12-08-2021)
• Martinus Nijhoffbrug (case study) (created: 12-08-2021)
• Noordtunnel (case study) (created: 12-08-2021)
• Scharbergbrug (case study) (created: 12-08-2021)
• Suurhoffbrug (case study) (created: 12-08-2021)
• Van Brienenoordbrug I (case study) (created: 12-08-2021)
• Viaduct Breda (case study) (created: 12-08-2021)
• Viaduct in A59 (case study) (created: 12-08-2021)
• Waalbrug (case study) (created: 12-08-2021)
• Weigh in Motion (system near Moerdijk bridge) (case study) (created: 12-08-2021)

Partner organisations

The following IM-SAFE partner organisations are located in Netherlands:

• ArchiXL BV (Organisation type: Commercial)
• Stichting CROW (Organisation type: Other)
• TNO (Organisation type: Science)

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class=\"mw-parser-output\"\u003E\u003Cp\u003E\u003Ca href=\"/index.php/ArchiXL_BV\" title=\"ArchiXL BV\"\u003EArchiXL BV\u003C/a\u003E\n\u003C/p\u003E\u003C/div\u003E\u003C/b\u003E\u003Cdiv class=\"mw-parser-output\"\u003E\u003Cp\u003EArchiXL is a consultancy specialised in information architecture, semantics, and knowledge management. The company also hosts a cloud-based knowledge management platform implementing MediaWiki/SemanticMediaWiki open source software. This platform is used for the IM-SAFE Knowledge Base.\n\u003C/p\u003E\u003C/div\u003E","title":"ArchiXL BV\n","link":"","lat":52.16496111111111,"lon":5.371438888888889,"icon":"/images/imsafe/d/d2/Red-marker.png"},{"text":"\u003Cb\u003E\u003Cdiv class=\"mw-parser-output\"\u003E\u003Cp\u003E\u003Ca href=\"/index.php/Drechttunnel\" title=\"Drechttunnel\"\u003EDrechttunnel\u003C/a\u003E\n\u003C/p\u003E\u003C/div\u003E\u003C/b\u003E\u003Cdiv class=\"mw-parser-output\"\u003E\u003Cp\u003EThe tunnel has 4 tubes including 8 lanes. The length of the tunnel is 823m.\n\u003C/p\u003E\u003C/div\u003E","title":"Drechttunnel\n","link":"","lat":51.80861111111111,"lon":4.648333333333333,"icon":"/images/imsafe/c/c8/Blue-marker.png"},{"text":"\u003Cb\u003E\u003Cdiv class=\"mw-parser-output\"\u003E\u003Cp\u003E\u003Ca href=\"/index.php/Galecopperbrug\" title=\"Galecopperbrug\"\u003EGalecopperbrug\u003C/a\u003E\n\u003C/p\u003E\u003C/div\u003E\u003C/b\u003E\u003Cdiv class=\"mw-parser-output\"\u003E\u003Cp\u003EThe Galecopperbrug (located in Utrecht, The Netherlands) is an important bridge in the Dutch road network (A12). It is a steel cable-stayed bridge with a span of 240 meters in total, of which 180 meters over the Amsterdam-Rijnkanaal. Altough one speaks about the Galecopperbrug, it are basically two separate. The first one, holding the traffic from west to east, was constructed in 1971. The second bridge was constructed in 1976. Both bridges hold six lanes of traffic (devided over a main road and a parallel road).\nAn important aspect of this bridge are the staycables. Each bridge consists of 2 pylons, both supporting 2 stay-cables. These stay-cables start at the anchorage just below deck at the abutment, pass the top of the pylon and are anchored again at a second anchorage below deck (above water). Each stay-cable consists of 6 locked-coil cables (76 mm diameter). These locked-coil cables on their turn are constructed out of 200+ wires of 4-8 mm in diameter.\n\u003C/p\u003E\u003C/div\u003E","title":"Galecopperbrug\n","link":"","lat":52.06072777777778,"lon":5.0962861111111115,"icon":"/images/imsafe/c/c8/Blue-marker.png"},{"text":"\u003Cb\u003E\u003Cdiv class=\"mw-parser-output\"\u003E\u003Cp\u003E\u003Ca href=\"/index.php/Haringvlietbrug\" title=\"Haringvlietbrug\"\u003EHaringvlietbrug\u003C/a\u003E\n\u003C/p\u003E\u003C/div\u003E\u003C/b\u003E\u003Cdiv class=\"mw-parser-output\"\u003E\u003Cp\u003EThe Haringvlietbridge is a box girder bridge crossing the Haringvliet North Sea inlet. It was opened in 1964 and is still operational. It carries the A29 motorway, with two lanes in both directions and a parallel local road. The bridge consists of 10 spans of 106 m and has a width of 25,5.\nThe box girder is 5,4 m meters wide. It is stiffened every 2,2 m with a ring frame consisting of a bottom cross girder, side wall stiffening and a top cross girder. The top cross girder also cantilevers outside the box girder. Every fourth ring frame this cantilever is supported by a diagonal strut. The other cantilevers are supported by a secondary longitudinal beam. The orthotropic deck is supported by the top cross girders. \nTraffic across the bridge is heavy with approximately 1,5 million trucks passing in each direction per year. \nThe bridge is constructed (starting from the north side) out of a 80 m side span, a 40 m long bascule movable bridge and an 1059.2 m long main bridge. The monitoring focuses only on the non-movable main bridge and side span.\nThe main bridge consists of a continuous steel box girder beam over 11 supports, with 10 spans of approximately 106 m. The side span consists of a single span box girder bridge. The box girder bridges consist of a 11,5 m wide, 5,4 m high steel box girder on which a 25,5 m wide deck is placed, carried by transverse steel girders. The deck is stiffened with open stiffeners (bulbs). The movable bridge consists of two plate girders, on which a similar deck is placed as on the box girders.\nThe motorway lanes in southernly direction are placed on the west cantilever of the deck. The motorway lanes in northerly directly are placed approximately central on the deck. The parallel local road is placed on the east cantilever of the deck.\nThe box is stiffened every 2,2 mm with a ring frame partly consisting a bottom cross girder, stiffening of the side wall and a top cross girder cantilevering on two sides carrying the deck. The bottom, sides and top (deck) of the box are stiffened. In case of the 10 mm thick deck plate, these stiffeners are placed 300 mm center to center. Every fourth ring cross girder, diagonal struts are placed outside the box, supporting the cantilevering part of the deck. At these locations, further internal cross bracing is provided as well. Running underneath the cantilevers between the external diagonal struts, an approximately 600 mm high secondary beam is placed. The box is constructed out of separate pieces of approximately 12 m length. which are riveted together. The bridge is constructed out of S355 steel.\nTraffic across the bridge is heavy with approximately 1,5 million truck passing in each direction, per year (2020). A remarkable increase in traffic was seen since the year 2014 due to the construction of the A4 motorway between Delft and Rotterdam, making the A29 motorway a more logical route for many trucks. The number of trucks per direction is expected to grow to approximately 2 million in 2050.\n\u003C/p\u003E\u003C/div\u003E","title":"Haringvlietbrug\n","link":"","lat":51.725338888889,"lon":4.4012555555556,"icon":"/images/imsafe/c/c8/Blue-marker.png"},{"text":"\u003Cb\u003E\u003Cdiv class=\"mw-parser-output\"\u003E\u003Cp\u003E\u003Ca href=\"/index.php/Kruithuisbrug\" title=\"Kruithuisbrug\"\u003EKruithuisbrug\u003C/a\u003E\n\u003C/p\u003E\u003C/div\u003E\u003C/b\u003E\u003Cdiv class=\"mw-parser-output\"\u003E\u003Cp\u003EThe Kruithuisbrug is a bascule bridge for road traffic over the Delft Schie in the south of the city of Delft, in the Dutch province of South Holland.\n\u003C/p\u003E\u003C/div\u003E","title":"Kruithuisbrug\n","link":"","lat":51.99196944444444,"lon":4.370761111111111,"icon":"/images/imsafe/c/c8/Blue-marker.png"},{"text":"\u003Cb\u003E\u003Cdiv class=\"mw-parser-output\"\u003E\u003Cp\u003E\u003Ca href=\"/index.php/Martinus_Nijhoffbrug\" title=\"Martinus Nijhoffbrug\"\u003EMartinus Nijhoffbrug\u003C/a\u003E\n\u003C/p\u003E\u003C/div\u003E\u003C/b\u003E\u003Cdiv class=\"mw-parser-output\"\u003E\u003Cp\u003EThe Martinus Nijhoff brigde is a cable-stayed bridge spanning the river De Waal in the Netherlands. The bridge is situated in the highway A2, one of the main north-south highways in the Netherlands. The bridge has in total 3 spans bridge, a total length of 990 m and a main span of 256 m. The bridge had a modular expansion joint.\nSee also \u003Ca rel=\"nofollow\" class=\"external free\" href=\"https://nl.wikipedia.org/wiki/Martinus_Nijhoffbrug\"\u003Ehttps://nl.wikipedia.org/wiki/Martinus_Nijhoffbrug\u003C/a\u003E\n\u003C/p\u003E\u003C/div\u003E","title":"Martinus Nijhoffbrug\n","link":"","lat":51.81861111111111,"lon":5.26,"icon":"/images/imsafe/c/c8/Blue-marker.png"},{"text":"\u003Cb\u003E\u003Cdiv class=\"mw-parser-output\"\u003E\u003Cp\u003E\u003Ca href=\"/index.php/TNO\" title=\"TNO\"\u003ETNO\u003C/a\u003E\n\u003C/p\u003E\u003C/div\u003E\u003C/b\u003E\u003Cdiv class=\"mw-parser-output\"\u003E\u003Cp\u003ETNO, the Netherlands organisation for applied scientific research, connects people and knowledge to create innovations that boost the competitive strength of industry and the well-being of society in a sustainable way. TNO is an independent research organisation regulated by public law.\n\u003C/p\u003E\u003C/div\u003E","title":"TNO\n","link":"","lat":52.000769444444444,"lon":4.376730555555556,"icon":"/images/imsafe/d/d2/Red-marker.png"},{"text":"\u003Cb\u003E\u003Cdiv class=\"mw-parser-output\"\u003E\u003Cp\u003E\u003Ca href=\"/index.php/Van_Brienenoordbrug_I\" title=\"Van Brienenoordbrug I\"\u003EVan Brienenoordbrug I\u003C/a\u003E\n\u003C/p\u003E\u003C/div\u003E\u003C/b\u003E\u003Cdiv class=\"mw-parser-output\"\u003E\u003Cp\u003EThe Van Brienenoord Bridges are two steel tied arch bridges with a span of 287 meters and diagonal hangers. This analysis only considers one of the bridges, carrying six lanes of the A16 motorway in Northerly direction. Three lanes are the main carriageway and three are the parallel carriageway. Traffic across the bridge is heavy with approximately 2 million trucks passing per year (2020). The width of the bridge is 33,5 meters.\nThe structure consists of arches and main girders formed by box sections. Heavy cross girders span from main girder to main girder and support a secondary longitudinal girder at the center of the bridge. Minor cross girders span between the main girders and central girder. An orthotropic deck spans between the minor and major cross girders.\nThe bridge carries the A16 motorway in northernly direction. At the location of the bridge, the A16 motorway consists of a main carriageway and a parallel carriageway in a local-express lane system. Both carriageways consists of three lanes.\nThe bridge consists of (starting from the north side) of a (concrete) approach bridge, a (steel) bascule movable bridge, the (steel) main arch and a (concrete) approach bridge. This case study focuses on the main arch only. The total length of the bridge is 1320 meters. The length of the main arch is 306 meters with a span of 287 meters. The width of the bridge is 33,5 meters.\nThe main span consists out of a tied double arch structure with diagonal hangers supporting the main girders. The arches and main girders are placed 24,9 meters center to center. The bridge has an orthotropic deck that spans on to cross-girders. The cross-girders then span between a central girder and the two outer main girders. To the outside of each arch, cantilevering from the main girders is a cycle path. The arch is mostly constructed out of S355 steel.\nThe arches are braced in plan with diagonals and cross members . The main girders are supported from the hangers connected to the arch. There are a variety of connections in the bridge. They can be welded, riveted or a combination of riveted and bolted (at the hanger connections). When the new West bridge was built in 1990, the West cycle path was no longer accessible. Instead of adding a new cycle path to the new West bridge, the existing East cycle path was widened. \nThe arch is formed from a box section. It has a constant cross section over the central section of the bridge of 2,5 by 1,25 meters. As the arch approaches each of the spring points, it increases to a maximum depth of 3,17 m. The web plates of the arches are internally braced with a longitudinal stiffener and diaphragms. The longitudinal stiffener is supported by a K-bracing which runs along the entire length of the arch at mid-height of the webs.\nThe diagonal and horizontal bracing members of the arch are box sections. In the middle of the span the bracing acts as a truss. At the spring points, the bracing members form a moment resisting portal frame to stabilize the arch while allowing traffic to pass through. \nThe main girders are box sections of 3,5 meters by 1,2 meters but increase to 5,1 meters in height near the arch spring point. Plate thicknesses vary of the span. At the centerline of bridge the central girder is placed. It consists of a continous I-beam spanning between major cross girders at 14,35 m centers. It has a height of approximately 2 meters. The top flange of the central girder is formed by the deck plate.\nThere are three main types of cross girders. All are I-sections where the top flange is formed by the deck plate. Firstly, there are the arch spring point cross girders, which are heavier since they are part of the moment resisting frame stabilizing the arch. Then there are major cross girders and minor cross girders. The major cross girders are spaced at 14,35 centers. These support the central girder as well as the orthotropic deck. The minor cross girders are shallowerer and span between the main girders and central girders. They are spaced every 2,05 meters and support the orhotropic steel deck.\nThe orthotropic deck consists of a 10 mm steel deckplate stiffened longitudinally by open stiffeners (bulbs) spaced at 300 mm.\nTraffic across the bridge is heavy with approximately 2 million trucks passing per year (2020). About 3/4 of these are on the main carriage way, the other 1/4 on the parallel carriageway. The number of trucks is expected to grow to approximately 3 million in 2050.\n\u003C/p\u003E\u003C/div\u003E","title":"Van Brienenoordbrug I\n","link":"","lat":51.90457222222222,"lon":4.542658333333334,"icon":"/images/imsafe/c/c8/Blue-marker.png"},{"text":"\u003Cb\u003E\u003Cdiv class=\"mw-parser-output\"\u003E\u003Cp\u003E\u003Ca href=\"/index.php/Viaduct_in_A59\" title=\"Viaduct in A59\"\u003EViaduct in A59\u003C/a\u003E\n\u003C/p\u003E\u003C/div\u003E\u003C/b\u003E\u003Cdiv class=\"mw-parser-output\"\u003E\u003Cp\u003EThis project is about the monitoring of 19 viaducts in and over highway A59 in the Netherlands. These viaducts are all made of reinforced concrete and are build in the 60-ies.\n\u003C/p\u003E\u003C/div\u003E","title":"Viaduct in A59\n","link":"","lat":51.693708333333,"lon":5.229525,"icon":"/images/imsafe/c/c8/Blue-marker.png"},{"text":"\u003Cb\u003E\u003Cdiv class=\"mw-parser-output\"\u003E\u003Cp\u003E\u003Ca href=\"/index.php/Weigh_in_Motion_(system_near_Moerdijk_bridge)\" title=\"Weigh in Motion (system near Moerdijk bridge)\"\u003EWeigh in Motion (system near Moerdijk bridge)\u003C/a\u003E\n\u003C/p\u003E\u003C/div\u003E\u003C/b\u003E\u003Cdiv class=\"mw-parser-output\"\u003E\u003Cp\u003EWeigh in Motion systems are measuring devices for measuring traffic loads (axel loads, axle distances, vehicle loads, passage date and time). See \u003Ca rel=\"nofollow\" class=\"external free\" href=\"https://en.wikipedia.org/wiki/Weigh_in_motion\"\u003Ehttps://en.wikipedia.org/wiki/Weigh_in_motion\u003C/a\u003E\n\u003C/p\u003E\u003C/div\u003E","title":"Weigh in Motion (system near Moerdijk bridge)\n","link":"","lat":51.75803055555556,"lon":4.644361111111111,"icon":"/images/imsafe/c/c8/Blue-marker.png"}],"imageoverlays":null}

Legend:

 Civil engineering work

 Organisation

 Case study

Maintenance management data

Routine monitoring interval

:

5 (years)

Inspection interval

:

3 (years)

Main inspection interval

:

5 (years)

Number of condition classes

:

6

Phase I maintenance strategies

:

Preventive maintenance
Corrective maintenance
Predictive maintenance

Phase II maintenance strategies

:

Preventive maintenance
Predictive maintenance

Phase III maintenance strategies

:

Preventive maintenance
Predictive maintenance

Data informed static quality control elements

:

Preparatory work
On-site inspection
Laboratory test
Assessment of condition or reliability
Assessment of safety

Data informed dynamic quality control elements

:

Assessment of remaining service life
Maintenance strategies

Static quality control frameworks

:

Inventory
Vulnerable zones
Failure mode

Dynamic quality control level

:

Level 1 (CI => RI)