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研究生： 陳正偉
Chen, Cheng-Wei
論文名稱： 開放級配瀝青混凝土應用於路面整修之評估
Evaluation of Open-Graded Asphalt Concrete Applied to Pavement Rehabilitation
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： 2018
畢業學年度： 106
語文別： 中文
論文頁數： 97
中文關鍵詞： 多孔隙瀝青混凝土 、開放級配瀝青混凝土
外文關鍵詞： PAC, Open-Graded Asphalt Concrete
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    • 台灣地區多雨潮溼氣侯特性，鋪面可能因降雨特性無法汛速排除水分導致路面摩擦力降低，雨天車輛發生打滑(hydroplaning) 及輪胎掀起之水霧影響後方用路人視線，影響行車安全性。本研究探討開放級配路面刨鋪前後進行車轍量、透水量及噪音量等現地試驗，並分析平坦度和抗滑度等數據，評估開放級配瀝青混凝土（Open-Graded Asphalt Concrete）服務能力之績效指標包含功能性（Functionality）、耐久性（Durability）以及安全性（Safety）之差異，評估開放級配瀝青混凝土影響績效變化因素，主要以多孔隙瀝青混凝土為代表（Porous Asphalt Concrete,PAC），PAC係由高比例粗粒料之開放級配（Open-Graded）所構成，檢測數據顯示多孔性對於鋪面透水性及減噪效果佳，且有效提昇行車抗滑能力，可降低雨天行車之交通事故發生；另外以車轍量及平坦度評估耐久性結果數據顯示皆符合要求，鋪築PAC後之行車肇事事故明顯低於施工前，顯示PAC具有降低行車事故之效果，評估方法與結果可做為提供道路主管機關養護管理維護之參考及未來路面進行整修參考之依據。

    The climate in Taiwan is rainy and humid. Due to rainfall characteristics, the pavement may not be able to quickly remove water, resulting in reduced friction on the road surface. In rainy days, the hydroplaning of the vehicle and the splash of water from car wheels both affect the safety of driving.

    This study explores the field tests such as rutting volume, water permeability and noise before and after open grading paving, and analyzes the flatness and anti-sliding data to evaluate the service capability of Open-Graded Asphalt Concrete. Performance indicators include differences in functionality, durability, and safety, assessing the impact of open-graded asphalt concrete on performance change. PAC is an open grading of high-ratio coarse-grained materials (Open-Graded). According to the composition, the test data shows that the porosity is good for the water permeability and noise reduction of the pavement, and the vehicle antiskid ability is effectively improved, which can reduce the number of traffic accidents in rainy days.

    In addition, the durability result data of the rut and flatness are displayed and in line with the requirements. The number of traffic accidents occurred after paving the PAC are significantly lower than before the construction, indicating that the PAC has the effect of reducing the traffic accident rates. The evaluation methods and results can be used by the road authorities as a reference for maintenance management and as the basis for future road repairs.

    目錄 摘要....................................................I Extended Abstract .....................................II 致謝....................................................VI 目錄...................................................VII 圖目錄...................................................X 表目錄.................................................XII 第一章緒論..............................................1-1 1.1前言................................................1-1 1.2研究動機.............................................1-3 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多孔隙瀝青混凝土（Porous Asphalt Concrete , PAC）......2-1 2.1.1透水性瀝青混凝土鋪面（Permeable Pavements）...........2-2 2.1.2排水性瀝青混凝土鋪面（Drainage Pavements）............2-2 2.2多孔隙瀝青混凝土（PAC）配合設計原理.......................2-3 2.3多孔隙瀝青混凝土（PAC）材料組成..........................2-4 2.3.1瀝青黏結料(Binders).................................2-4 2.3.2粒料（Aggregate）...................................2-6 2.3.3填縫料(Fillers).....................................2-7 2.3.4纖維（Fibers）......................................2-9 2.4多孔隙瀝青混凝土（PAC）之鋪面績效評估.....................2-11 2.4.1功能性績效(Functionality Performance)...............2-12 2.4.2耐久性績效(Durability Performance)..................2-15 2.4.3安全性績效(Safety Performance)......................2-17 第三章研究方法.............................................3-1 3.1研究流程...............................................3-1 3.2研究路段...............................................3-3 3.2.1寶山至豐原路段PAC路面..................................3-3 3.2.2國道6號PAC路面......................................3-10 3.2.3國道8號鋪面養護......................................3-14 3.3績效評估..............................................3-17 3.3.1功能性評估-現地透水量試驗..............................3-18 3.3.2功能性評估-噪音量試驗.................................3-19 3.3.3耐久性評估-車轍量試驗.................................3-20 3.3.4耐久性評估-平坦度試驗.................................3-21 3.3.5安全性評估-抗滑度試驗.................................3-23 3.3.6 肇事嚴重度當量指標...................................3-25 第四章結果與討論...........................................4-1 4.1績效評估路段............................................4-1 4.2材料與配比設計..........................................4-2 4.2.1材料基本物性 .........................................4-2 4.2.2配比設計曲線 .........................................4-4 4.3功能性-透水量...........................................4-6 4.4功能性-噪音量...........................................4-9 4.5耐久性-車轍量..........................................4-11 4.6耐久性-平坦度..........................................4-13 4.7安全性-抗滑值..........................................4-16 4.8安全性-行車安全影響分析.................................4-18 4.9綜合評估..............................................4-20 第五章結論與建議...........................................5-1 5.1 結論.................................................5-1 5.2 建議.................................................5-2 參考文獻.................................................參-1 口試委員建議答覆表.......................................附錄-1 圖目錄 圖2.1.1透水性鋪面模式斷面示意圖..............................2-2 圖2.2.1排水機能上之相關性...................................2-3 圖2.2.2粘結料含量之相關性.......................................................2-3 圖2.4.1瀝青混凝土孔隙種類......................................................2-12 圖2.4.2重車於85kpf噪音聲譜 ................................2-15 圖3.1.1鋪面績效評估研究流程.................................3-2 圖3.2.1寶山至豐原路段PAC鋪面位置示意圖.......................3-4 圖3.2.2寶山至豐原路段車道標準斷面圖..........................3-4 圖3.2.3寶山至豐原路段PAC路面結構.............................3-5 圖3.2.4寶山至豐原路段現地地形照片............................3-9 圖3.2.5國道6號橋梁段鋪面結構圖..............................3-12 圖3.2.6國道6號路工段鋪面結構圖..............................3-12 圖3.2.7國道6號各標別位置分佈及試驗路段.......................3-13 圖3.2.8國道8號檢測路段位置圖...............................3-15 圖3.2.9國道8號鋪面結構刨鋪示意圖............................3-16 圖3.3.1現地透水量試驗.....................................3-19 圖3.3.2現地噪音量檢測.....................................3-20 圖3.3.3現地車轍量試驗.....................................3-21 圖3.3.4平坦度檢測儀器.....................................3-23 圖3.3.5抗滑度檢測儀器.....................................3-25 圖4.2.1寶山至豐原路段PAC級配設計............................4-4 圖4.3.1寶山至豐原路段與其他PAC路段透水量......................4-8 圖4.4.1寶山至豐原路段路段與其他PAC路段噪音量..................4-10 圖4.5.1寶山至豐原路段路段與其他PAC路段車轍量..................4-12 圖4.6.1寶山至豐原路段路段與其他PAC路段平坦度..................4-15 圖4.7.1寶山至豐原路段路段與其他PAC路段抗滑值..................4-17 圖4.9.1寶山至豐原路段106年PAC鋪築前現地情況..................4-23 圖4.9.2寶山至豐原路段北上車道PAC鋪築後3個月現地情況............4-24 圖4.9.3寶山至豐原路段南下車道PAC鋪築後3個月現地情況............4-26 圖4.9.4寶山至豐原路段PAC鋪築後11個月現地情況.................4-27 表目錄 表1.4.1寶山~豐原路段PAC鋪面績效評估檢測路段、鋪築月份及檢測點位...1-3 表3.2.1 高黏度改質瀝青規定..................................3-5 表3.2.2改質瀝青CNS規範.....................................3-6 表3.2.3 粗粒料品質規定.....................................3-6 表3.2.4 細粒料品質規定.....................................3-7 表3.2.5 PAC瀝青混合料試驗規範...............................3-7 表3.2.6國道1號寶山至豐原路段PAC鋪面檢測點位與代表符號...........3-9 表3.2.7國道6號南投段各路段之標別、檢測點位與代表符號...........3-14 表3.2.8國道8號PAC鋪面檢測點位與代表符號......................3-17 表4.1.1寶山至豐原路段PAC鋪面績效評估檢測路段、鋪築月份及檢測點位..4-1 表4.2.1寶山至豐原路段PAC粗粒料試驗結果........................4-2 表4.2.2寶山至豐原路段PAC細粒料試驗結果........................4-3 表4.2.3寶山至豐原路段PAC試驗結果與規範........................4-5 表4.8.1寶山至豐原段PAC鋪面 EPDO分析檢測路段及鋪築時間.........4-18 表4.8.2寶山至豐原段106年8月鋪築PAC前後之EPDO................4-19

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