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    Aluminum‐Coated Corrugated Steel‐Pipe Field Performance

    Source: Journal of Transportation Engineering, Part A: Systems:;1990:;Volume ( 116 ):;issue: 002
    Author:
    John C. Potter
    DOI: 10.1061/(ASCE)0733-947X(1990)116:2(145)
    Publisher: American Society of Civil Engineers
    Abstract: The design life used by many agencies for planning drainage structures has increased to 50 years or more in recent years. This has created a niche for a more durable product in the low‐cost market. Aluminum‐coated corrugated steel pipe (CSP) is one contender for this niche. The Federal Highway Administration (FHWA) has aluminum‐coated CSP field test sites that have been monitored since their installation in 1981. To date, however, monitoring has consisted primarily of visual inspections. The objective of this study was to quantitatively document the performance of the FHWA installations in terms of site conditions and in comparison with adjacent galvanized and aluminum‐zinc‐coated CSP culverts. Culvert deterioration was evaluated by measuring the maximum pit depth in the metal samples taken from pipe inverts. The conclusions of this study are limited by the small size of the data set and the young age of the data. However, during the first seven years of exposure, the aluminum‐coated CSP studied performed an average of over six times better than the California method predicts for plain galvanized at the 14 sites investigated.
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      Aluminum‐Coated Corrugated Steel‐Pipe Field Performance

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    http://yetl.yabesh.ir/yetl1/handle/yetl/36481
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    contributor authorJohn C. Potter
    date accessioned2017-05-08T21:02:33Z
    date available2017-05-08T21:02:33Z
    date copyrightMarch 1990
    date issued1990
    identifier other%28asce%290733-947x%281990%29116%3A2%28145%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/36481
    description abstractThe design life used by many agencies for planning drainage structures has increased to 50 years or more in recent years. This has created a niche for a more durable product in the low‐cost market. Aluminum‐coated corrugated steel pipe (CSP) is one contender for this niche. The Federal Highway Administration (FHWA) has aluminum‐coated CSP field test sites that have been monitored since their installation in 1981. To date, however, monitoring has consisted primarily of visual inspections. The objective of this study was to quantitatively document the performance of the FHWA installations in terms of site conditions and in comparison with adjacent galvanized and aluminum‐zinc‐coated CSP culverts. Culvert deterioration was evaluated by measuring the maximum pit depth in the metal samples taken from pipe inverts. The conclusions of this study are limited by the small size of the data set and the young age of the data. However, during the first seven years of exposure, the aluminum‐coated CSP studied performed an average of over six times better than the California method predicts for plain galvanized at the 14 sites investigated.
    publisherAmerican Society of Civil Engineers
    titleAluminum‐Coated Corrugated Steel‐Pipe Field Performance
    typeJournal Paper
    journal volume116
    journal issue2
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(1990)116:2(145)
    treeJournal of Transportation Engineering, Part A: Systems:;1990:;Volume ( 116 ):;issue: 002
    contenttypeFulltext
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