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研究生: 王培維
Wang, Pei-Wei
論文名稱: 動態地磅系統設置前後之交通特色比對
Traffic Characteristics of Before and After Weight-in-Motion System for Comparison
指導教授: 陳建旭
Chen, Jian-Shiuh
學位類別: 碩士
Master
系所名稱: 工學院 - 土木工程學系碩士在職專班
Department of Civil Engineering (on the job class)
論文出版年: 2021
畢業學年度: 109
語文別: 中文
論文頁數: 132
中文關鍵詞: 動態地磅(Weight-in-Motion) 、力學經驗鋪面設計法(Mechanistic-Empirical Pavement Design Guide) 、生命週期成本分析(LCCA)
外文關鍵詞: Weight-in-Motion, Mechanistic-Empirical Pavement Design Guide, Life Cycle Cost Analysis
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  • 交通荷重為影響鋪面績效的重要因子,國內量測交通荷重主要仰賴靜態地磅站,引導重車進入磅站量測總重,但交通尖峰時期,開磅容易引起車輛回堵,阻塞主線道。民國108年交通部高速公路局於國道1號岡山交流道北上路段,首次建置主線篩選式動態地磅(WIM)系統,協助地磅站過濾篩選,改善開磅造成之車流影響,同時紀錄所有行經車輛之軸重資訊。本研究依據高速公路局提供之動態地磅紀錄資料,分析動態地磅設置前後之交通荷重變化情形,並以力學經驗鋪面設計觀念,評估不同交通荷重條件下之鋪面績效差異,進而結合生命週期成本分析方法,探討交通荷重與養護成本之關聯性,將提供道路主管機關相關重車管理建議。研究成果顯示,因載重與交通荷重約成四次方相關,故卡車、聯結車成為交通荷重主要考量因素,且靜態地磅站執法及動態地磅之設置,皆可有效管控重車超載行為,另因取締寬容值、臨時通行證等行政作為而額外增加之交通荷重,則對鋪面績效產生甚鉅之影響,進而使刨鋪頻率增加,徒增巨量之管理養護成本。

    Traffic load is an important factor that affects pavement performance. Domestic measurement of traffic load mainly relies on static weighing stations to guide heavy vehicles into weighing stations to measure total weight. However, weighing can easily cause vehicles to jam and block the main line during peak traffic. In the Republic of China, the Freeway Bureau of the Ministry of Communications built the Weight-in-Motion (WIM) system for the first time on the north section of Gangshan Interchange on National Highway No. 1, to assist the weighbridge station to filter and screen the improvement of the impact of traffic flow caused by weighing, and record the axle weight information of all passing vehicles.This study analyzes the changes of traffic load, the record data provided by the Freeway Bureau, before and after the WIM seting. The study uses the mechanical experience pavement design concept to evaluate the difference in pavement performance under different traffic load conditions, and then combines the analysis method of life cycle cost to discuss the relationship between traffic load and maintenance cost, finally provide relevant heavy vehicle management suggestions for road authorities. The results show that the load and the traffic load are approximately related to the fourth power, so trucks and connected vehicles have become the main considerations for traffic loads. The law enforcement of static weighbridge stations and the setting of WIM can effectively control the overloading behavior of heavy vehicles. The additional traffic load caused by administrative actions such as the ban on tolerance values and temporary passes will have a huge impact on the performance of the pavement, which will increase the frequency of paving and increase the cost of management and maintenance.

    摘要 I Traffic Characteristics of Before and After Weight-in-Motion System for Comparison II 致謝 X 目錄 XI 表目錄 XIII 圖目錄 XIV 第一章 緒論 1-1 1.1 前言 1-1 1.2 研究動機 1-2 1.3 研究目的 1-3 1.4 研究範圍 1-3 第二章 文獻回顧 2-1 2.1 AASHO試驗道路 2-1 2.2 軸重當量(Equivalent Single Axle Load, ESAL) 2-5 2.3 鋪面績效 2-6 2.3.1 路面現況服務指標(Present Serviceability Index, PSI) 2-6 2.3.2 路面狀況指數(Pavement Condition Index, PCI) 2-7 2.3.3 國際粗糙度指數(International Roughness Index, IRI) 2-7 2.4 動態地磅(Weigh-in-Motion, WIM) 2-8 2.4.1 動態地磅起源 2-8 2.4.2 動態地磅應用情形 2-8 2.5 力學經驗鋪面設計法(Mechanistic-Empirical Pavement Design Guide, MEPDG) 2-9 2.6 生命週期成本分析(Life-Cycle Cost Analysis, LCCA) 2-10 第三章 研究方法 3-1 3.1 研究流程 3-1 3.2 岡山段靜態與動態地磅 3-2 3.3 車種分類 3-3 3.4 AASHTO標準軸重當量(ESAL)轉換公式 3-5 3.5 箱形圖(Boxplot) 3-6 3.6 AASHTOWare Pavement ME Design 3-7 3.7 生命週期成本分析(Life-Cycle Cost Analysis) 3-9 3.7.1 交通相關資料 3-9 3.7.2 分析週期及折現率 3-11 3.7.3 各成本及工區資料 3-11 第四章 分析與討論 4-1 4.1 重車影響 4-1 4.2 動態地磅 4-2 4.2.1 重車分佈 4-3 4.2.2 車道荷重 4-5 4.2.3 平日與假日 4-6 4.2.4 執法前後 4-7 4.2.5 開磅與否 4-8 4.2.6 取締寬容值 4-9 4.2.7 停磅期間和臨時通行證 4-11 4.2.8 重車總重 4-13 4.3 AASHTOWare Pavement ME Design 4-16 4.4 生命週期成本分析(Life-Cycle Cost Analysis, LCCA) 4-18 第五章 結論與建議 5-1 5.1 結論 5-1 5.2 建議 5-3 參考文獻 參-1 附錄1 附-1 AASHTOWare Pavement ME Design Inputs and Outputs 附-1 執法前 附-1 執法中 附-21 執法後 附-41 附錄2 附-61 RealCost Inputs and Outputs 附-61 Analysis Options 附-61 Traffic Data 附-62 Value of User Time 附-62 Alternative-Level Inputs 附-63 Deterministic Results 附-64 附錄3 口試委員提問與建議 附-65

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