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Brandy Hall Bridge, CastletownbereABM Bridge Systems brief was to widen the Brandy Hall Bridge in Castletownbere by 12.5 metres and construct a three-span arch to match the profile of the existing stone masonry arch structure. More > |
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M8 Glanmire to Watergrasshill, Co CorkThe construction of a 10 km stretch of the M8 Dual Carriageway from Glanmire to Watergrasshill was completed in September 2003 at a cost of €108 millio More > |
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Arches as Bridge and Tidal Structures - East Point Business Park, DublinWe offered the developers of a technology business park in Dublin a multi-cell precast arch solution for a bridge over a tidal river estuary as an alternative to a long-span bridge. More > |
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Matière wildlife arch, Haywards HeathThe banks of an ancient watercourse crossing the route of a new relief road in West Sussex, was the location of one of the first UK installations of the Matière CM4 system. More > |
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M6/M7 Kilcock to KinnegadConstruction work on the 40 km Kilcock to Kinnegad stretch of motorway began in 2003. More > |
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M1 Northern Motorway, Drogheda BypassABM Bridge System’s involvement in this project was to construct a railway over-bridge and motorway under-bridge at Lagavoren, a rural area situated just outside Drogheda town. More > |
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N11 MotorwayABM Bridge Systems involvement in this major infrastructural development necessitated the construction of a road over–bridge south of Rathnew village in Co Wicklow. More > |
Rail line upgrade Žilina—Krasno nad Kysucou, 3 no. River Crossings
ABM are delighted that they have successfully installed their first bridges in Slovakia using Matière Opti-Cadre precast concrete portals.
The extension of a ski track OHDZ Grand—Brhliská, structure SO-07
ABM were recently called upon to participate in an urgent mission on the northern slope of the Chopok Mountain in the Low Tatras in Slovakia.
continueSkanska recently engaged ABM to fast-track installation works and obtain cost savings for a new railway bridge carrying a single-track railway from Štubňa to Prievidza over the new R3 expressway. The original proposal was based on an in-situ concrete abutment with a temporary steel bridge deck being used with a permanent deck of steel beams cast with a concrete infill. This involved long-term restrictions on traffic on the track and two full possessions.
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