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    On-Site Monitoring of the Moisture Content of Bridge Decks Made of Nail-Laminated Timbers

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 007::page 04721005-1
    Author:
    Wanrong Zhu
    ,
    Ling Li
    ,
    Meng Gong
    ,
    Ying-Hei Chui
    ,
    Jianhui Zhou
    DOI: 10.1061/(ASCE)ST.1943-541X.0003046
    Publisher: ASCE
    Abstract: This study summarizes the moisture content (MC) monitoring results of two nail-laminated timber (NLT) bridge decks in New Brunswick, Canada. The MC monitoring systems were installed in the NLT decks of two newly built bridges, Clark Mill Pond and Shikatehawk No. 5, in New Brunswick, recording the MC through the electrical resistance (ER) method. The calibration test was conducted to correlate the ER values (Ω) and MC values (%). It was found that the MC values varied from 9.9% to 18.2% and 12.8% to 19.7% for Clark Mill Pond Bridge over 239 days and Shikatehawk No. 5 Bidge over 189 days, respectively. Based upon these MC monitoring data, the NLT deck surfaces could likely not be prone to rotting caused by biotic attack during the monitoring period.
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      On-Site Monitoring of the Moisture Content of Bridge Decks Made of Nail-Laminated Timbers

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4270421
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    • Journal of Structural Engineering

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    contributor authorWanrong Zhu
    contributor authorLing Li
    contributor authorMeng Gong
    contributor authorYing-Hei Chui
    contributor authorJianhui Zhou
    date accessioned2022-01-31T23:49:40Z
    date available2022-01-31T23:49:40Z
    date issued7/1/2021
    identifier other%28ASCE%29ST.1943-541X.0003046.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270421
    description abstractThis study summarizes the moisture content (MC) monitoring results of two nail-laminated timber (NLT) bridge decks in New Brunswick, Canada. The MC monitoring systems were installed in the NLT decks of two newly built bridges, Clark Mill Pond and Shikatehawk No. 5, in New Brunswick, recording the MC through the electrical resistance (ER) method. The calibration test was conducted to correlate the ER values (Ω) and MC values (%). It was found that the MC values varied from 9.9% to 18.2% and 12.8% to 19.7% for Clark Mill Pond Bridge over 239 days and Shikatehawk No. 5 Bidge over 189 days, respectively. Based upon these MC monitoring data, the NLT deck surfaces could likely not be prone to rotting caused by biotic attack during the monitoring period.
    publisherASCE
    titleOn-Site Monitoring of the Moisture Content of Bridge Decks Made of Nail-Laminated Timbers
    typeJournal Paper
    journal volume147
    journal issue7
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0003046
    journal fristpage04721005-1
    journal lastpage04721005-8
    page8
    treeJournal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 007
    contenttypeFulltext
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