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The Dirt on Mangere Motorway (SH20): Geotechnical Aspects of Design and Construction

Stephen Crawford

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Abstract

The State Highway 20 Mangere Motorway Extension project completed the link to Auckland International Airport and Manukau City and was the first significant design-build roading contract let in New Zealand by Transit NZ . The $40-million project involved the design and construction of 7 km of four lane highway, nine vehicular bridges and four footbridges, fill embankments up to 10 m high over soft ground and 3 main cuts typically 6 m up to 10m deep. In addition, some 200 m of tied back pre-cast walls and 800 m of cantilevered walls were required to retain areas within the designated urban motorway corridor. This paper outlines the geotechnical aspects of design and construction including the results of settlement monitoring using a horizontal profilometer, lateral load testing of piles, pile driving, earthworks control, the stability of cuts and an outline of pavement conditions.

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The State Highway 20 Mangere Motorway Extension project completed the link to Auckland International Airport and Manukau City and was the first significant design-build roading contract let in New Zealand by Transit NZ . The $40-million project involved the design and construction of 7 km of four lane highway, nine vehicular bridges and four footbridges, fill embankments up to 10 m high over soft ground and 3 main cuts typically 6 m up to 10m deep. In addition, some 200 m of tied back pre-cast walls and 800 m of cantilevered walls were required to retain areas within the designated urban motorway corridor. This paper outlines the geotechnical aspects of design and construction including the results of settlement monitoring using a horizontal profilometer, lateral load testing of piles, pile driving, earthworks control, the stability of cuts and an outline of pavement conditions.

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Available abstract

The State Highway 20 Mangere Motorway Extension project completed the link to Auckland International Airport and Manukau City and was the first significant design-build roading contract let in New Zealand by Transit NZ . The $40-million project involved the design and construction of 7 km of four lane highway, nine vehicular bridges and four footbridges, fill embankments up to 10 m high over soft ground and 3 main cuts typically 6 m up to 10m deep. In addition, some 200 m of tied back pre-cast walls and 800 m of cantilevered walls were required to retain areas within the designated urban motorway corridor. This paper outlines the geotechnical aspects of design and construction including the results of settlement monitoring using a horizontal profilometer, lateral load testing of piles, pile driving, earthworks control, the stability of cuts and an outline of pavement conditions.

Key concepts: Earthworks, Engineering, Pile, Dirt, Geotechnical engineering, Civil engineering, Settlement (finance), Payment

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