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N8 Glanmire to Watergrasshill Road (No.13 Jun-02)

The Glanmire to Watergrasshill road scheme involves the realignment of the existing N8 National Road from the Northern end of the Glanmire By-Pass to North of Watergrasshill Village. The road scheme is 10 km long and will form part of a motorway/dual carriageway standard route between Cork and Dublin. The line of the route crosses several existing County Roads and watercourses. There is a grade separated interchange at each end of the scheme.

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The highway structures on the road scheme consist of four overbridges, three underbridges and a pedestrian bridge. In addition the scheme involved the construction of two culverts, an underpass and numerous retaining wall structures. The pedestrian bridge was designed as a cable stayed structure, forming a landmark feature at the Southern end of the scheme.

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All concrete structures are constructed from high strength concrete to give a lifespan of 120 years. In addition all the concrete structures will be finished with an anti-carbonation coating.

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news13cThe four overbridges are two span structures with varying skews 0-37 deg and spans 26 m ai??i?? 33 m. The deck consists of a post tensioned reinforced concrete voided slab with approximately 3.5 m deep curved downstands at the abutments. The deck downstands at the abutments allow for easy access to the bridge bearing shelf. This facilitates inspection and maintenance of the bearings. The central piers are designed as integral with the deck and have arched haunches to reflect the abutment detailing. The integral piers reduce the mid-span moments and eliminates the need for bearings at the central piers. The abutments and wingwalls are of insitu concrete construction. The structure was designed in accordance with BS 5400, Part 4 and BD 37/88, Highway Loading for Bridge Structures. At interchanges the bridges were designed for HA plus 45 units HB loading while those carrying county roads were designed for HA plus 30 units HB loading. The post tensioning was detailed and specified in accordance with the Concrete Society Technical Note 47, The Design of Post Tensioned Bridge Structures. This involved incorporating inspection galleries at each deck end where the post tensioning anchors are located. Access points to the galleries are located at each abutment.

The constructed depth for three of the overbridges was 1 m forming a structurally efficient span/depth ratio of 26. The 33 m span has a constructed depth of 1.3 m.

The three road underbridges have varying skews 0 ai??i?? 38 degs and clear spans 9 m ai??i?? 13 m. They have been designed as integral structure where expansion joints or bearings are not detailed between the deck and bankseats. Braking/traction forces are provided for by the soil abutting the end supports and the stiffness of the bankseats. Thermal movement of the superstructure is resisted by the reinforced earth abutments. The deck is constructed of precast prestressed inverted T beams with insitu concrete infill. The bankseats are constructed of reinforced earth with precast concrete facing units. At the underbridges the parapets height matches the adjacent noise barrier bunds which are up to 2 m in height. The parapets are constructed of reinforced concrete core with masonry stone cladding to match the surrounding countryside.

The pedestrian bridge is a cable stayed structure with a clear span of 54 m. The deck is formed from curved low profile vierendeel truss with an insitu concrete slab. The top boom of the curved truss forms the bridge handrail. The deck is supported by a series of stainless steel stay rods which are connected to a 26 m high profiled steel mast. The approach ramps are constructed of an insitu concrete deck supported on circular concrete columns.

The structures spanning watercourses and access roads consist of precast reinforced arch segments supported on reinforced earth foundations from ground level to formation. The culverts were designed to minimise disruption of fish breeding grounds. The culvert openings were oversized to maximise the amount of natural light into the structure rather than being sized by the hydraulic flow requirements. The culverts incorporated facilities for indigenous wildlife such at bat boxes and mammal walkways.

Adrian Oai??i??Sullivan, Atkins
Alan Cogan, Senior Resident Engineer
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