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研究生: 陳柏亘
Chen, Po-Hsuan
論文名稱: 多孔性瀝青鋪面評估
Evaluation of Porous Asphalt Pavements
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: 2022
畢業學年度: 110
語文別: 中文
論文頁數: 85
中文關鍵詞: 多孔隙瀝青混凝土(PAC)鋪面績效(Pavement Performance)
外文關鍵詞: Porous Asphalt Concrete (PAC), Pavement Performance
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  • 本研究探討國道6 號和國道8 號多孔性瀝青混凝土(PAC)之功能性、耐久性及安全性,探討PAC 鋪面透水量、噪音量、抗滑度、抗車轍、平坦度和Clegg 衝擊性等表現。國道6 號PAC 鋪面使用157 個月後結果,車轍值皆小於10 mm,透水性方面,除2 處外,其餘7 處皆維持新工要求值900ml/15sec 以上,在抗滑度方面仍維持新工要求值45 以上,在現地噪音量方面,平均噪音量約維持70.5db(A)左右,IRI 值因通車時間的累積而稍有增加之情形,CIV 檢測數值皆大於70 表示鋪面結構穩定。另外,國道8 號PAC 鋪面使用102 個月後結果,車轍值皆小於2.18 mm,透水性方面有下降趨勢,在抗滑度未有顯著變化,BPN 仍維持新工要求值45 以上,在現地噪音量方面,通車前舊有之開放級配摩擦層(OGFC)鋪面噪音平均值為76.8dB(A),施工後PAC 噪音量值降至73.1~73.9dB(A),說明PAC 具降噪功能;IRI 值隨長時間通車、重載交通及鋪面因老化而使有增加之情形,CIV 檢測數值皆大於70,結果表示鋪面結構穩定,上述結果,可提供道路主管機關作為路面整修、養護管理和維護作業之參考。

    This study investigates the functionality, durability and safety of porous asphalt concrete (PAC) on National Highway 6 and National Highway 8, and explores the water permeability, noise volume, skid resistance, rutting resistance, flatness and Clegg impact of PAC pavement. Performance. After 157 months of use on the PAC pavement on National Highway No. 6, the rut values are all less than 10 mm. In terms of water permeability, except for 2 places, the remaining 7 places maintain the new construction requirement value of 900ml/15sec or more, and the sliding resistance is still new. In terms of on-site noise level, the average noise level is maintained at about 70.5db(A). If the IRI value increases slightly due to the accumulation of traffic time, the CIV detection value is greater than 70, indicating that the pavement structure is stable. In addition, after 102 months of use on the PAC pavement on National Highway No. 8, the rut values are all less than 2.18 mm, the water permeability has a downward trend, and there is no significant change in the slip resistance. In terms of quantity, the average noise of the old open graded friction layer (OGFC) pavement before the opening to traffic was 76.8 dB(A), and the noise value of PAC dropped to 73.1~73.9dB(A) after construction, indicating that PAC has a noise reduction function; The IRI value increases with the long-term traffic, heavy traffic and the aging of the pavement. The CIV test values are all greater than 70, which indicates that the pavement structure is stable. Reference for work.

    摘要 I SUMMARY II 致謝 V 目錄 VI 表目錄 X 圖目錄 XI 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 1-2 1.4 研究範圍 1-2 第二章 文獻回顧 2-1 2.1 PAC 材料特性 2-1 2.1.1 粒料 2-2 2.1.2 瀝青 2-4 2.1.3 穩定劑 2-5 2.1.4 填充料 2-5 2.2 PAC 鋪面績效 2-6 2.2.1 排水性 2-6 2.2.2 減噪性 2-8 2.2.3 摩擦性 2-10 2.2.4 耐久性 2-10 2.2.5 平整度 2-11 2.2.6 噪音 2-13 2.3 各國多孔性瀝青混凝土鋪面經驗 2-15 第三章 研究方法 3-1 3.1 研究流程 3-1 3.2 試驗路段 3-3 3.2.1 國道6 號PAC 鋪面 3-3 3.2.2 國道8 號PAC 鋪面 3-5 3.3 評估方法 3-6 3.3.1 抗滑度試驗 3-6 3.3.2 現地車轍試驗 3-8 3.3.3 平坦度試驗 3-9 3.3.4 Clegg 衝擊試驗 3-10 3.3.5 現地滲透量試驗 3-11 3.3.6 噪音量檢測 3-12 第四章 國道鋪面結果與討4-1 4.1 國道PAC 鋪面安全性 4-1 4.1.1 國道6 號鋪面安全性 4-1 4.1.2 國道8 號鋪面安全性 4-3 4.2 國道PAC 鋪面功能性 4-5 4.2.1 國道6 號鋪面噪音值 4-5 4.2.2 國道8 號鋪面噪音值 4-8 4.2.3 國道6 號鋪面滲透量 4-9 4.2.4 國道8 號鋪面滲透量 4-13 4.3 國道PAC 鋪面耐久性 4-14 4.3.1 國道6 號鋪面平坦度 4-14 4.3.2 國道8 號鋪面平坦度 4-18 4.3.3 國道6 號鋪面車轍值 4-19 4.3.4 國道8 號鋪面車轍值 4-22 4.3.5 國道6 號鋪面衝擊值 4-22 4.3.6 國道8 號鋪面衝擊值 4-23 4.4 鋪面現況 4-24 4.4.1 國道6 號鋪面現況 4-24 4.4.2 國道8 號鋪面現況 4-27 第五章結論與建 5-1 5.1 結論 5-1 5.1.1 國道6 號鋪面 5-1 5.1.2 國道8 號鋪面 5-2 5.2 建議 5-3 5.2.1 國道6 號鋪面 5-3 5.2.2 國道8 號鋪面 5-3 參考文獻 6-1

    日本道路協會(1999),「排水性鋪裝技術指針(案)」,日本。
    王宏暢、葛輝、周明剛(2016) 基于常水頭滲透試驗的 PAC 排水和抗堵塞能力,東南大學學報自然科學版,第46卷第1期,209-214。
    市區道路管理維護與技術規範手冊研究(2002) 第4章 市區道路管理及鋪面養護準則,財團法人中國生產力中心,台北。
    交通部臺灣區國道高速公路局 (2013),多孔性瀝青混凝土(PAC)設計施工及養護技術手冊,臺灣。
    朱惕之、林茂盛、游淳名、李永川、呂奇龍 (2017) 多孔性瀝青混凝土鋪築於市區道路之施工經驗分享,第十九屆鋪面工程學術研討會暨 2017 世界華人鋪面專家學術研討會,第11頁。
    周南山、邱琳濱、呂育勳、李宗庭、郭治平、李忠文、惠士奇(2015) 硬式透水鋪面成效評估與設計指南,中興工程季刊第127期,第88-94頁。
    夏明勝 (2007) 瀝青混凝土鋪面特性與噪音防制,臺灣公路工程第33卷第11期,第2-21頁
    張榮偉(2013) 汽車噪音產生原因及解決對策探討,黑龍江交通科技,第3期,第147-148頁。
    黃治峯、陳炳麟、林宗輝 (2017) 打造臺北市海綿城市-以市區道路人行道透水性鋪面之透水率及都市效能為例,鋪面工程第15卷第2期,第35-50頁。
    黎志祥 (2006) 先進瀝青鋪面應用於第三波高速公路之探討,工程技術,中興工程第九十一期,第49-54頁。
    Alderson, A.(1996)The Design of Open Graded Asphalt. Australian Asphalt Pavement Association, CR C5151.
    Aleadelat, W., K. Ksaibati, C.H.G. Wright, and P. Saha, (2018) Evaluation of pavement roughness using an android-based smartphone. Journal of Stomatology, 144:3.
    Alvarez, A.E., A. Epps-Martin, C.K. Estakitiri, J.W. Button, C.J. Glover, and S.H. Jung (2006) Synthesis of Current Practice on the Design, Construction, and Maintenance of Porous Friction Courses. FHWA/TX-06/0-5262-1, Texas Transoprtation Institute, College Station, Texas.
    American Association of State Highway and Transportation Officials (AASHTO) (2014) Standard Practice for Materials Selection and Mixture Design of Permeable Friction Sourses (PFCs). AASHTO D77-14, Washington D.C.
    American Society for Testing and Materials (ASTM) (2013) Standard Practice for Open-Graded Friction Course (OGFC) D77. ASTM D7064, West Conshohocken, Pennsylvania.
    Asphalt Institute (2020) Construction of Quality Asphalt Pavements. MS-22 Third Edition, 195.
    Chen, J.S., and H.C. Yang (2020) Porous asphalt concrete: A review of design, construction, performance and maintenance. International Journal of Pavement Research and Technology, 13(6): 601-612.
    Chen, J.S., and K.Y. Lin (2005) Mechanism and behavior of bitumen strength reinforcement using fibers. Journal of Materials Science, 40(1): 87-95.
    Cooley, L.A., J.W. Brumfield, R.B. Mallick, W.S. Mogawer, M. Partl, L. Poulikakos, and G. Hicks (2009) Construction and Maintenance Ppractices for Permeable Friction Courses. NCHRP Report 640, Transportation Research Board,Washington D.C.
    Douglas, I., H.S. Robert J., N. Christopher (2004) Tire/Pavement Noise Study. National Center of Asphalt Technology (NCAT) Report 2004-2.
    Federal Highway Administration(1980)Open-Graded Friction Course FHWA Mix Design Method. Technical Advisory T 5040.31., Department of Transportation, Washington, D.C.
    Fletcher, E. A., J. Theron (2011) Performance of Open Graded Porous Asphalt in New Zealand. NZ Transport Agency research report 455, Wellington, New Zealand.
    Flintsch, G. W.(2004)Assessment of the Performance of Several Roadway Mixes Under Rain, Snow, and Winter Maintenance Activities. Final Contract Report, VTRC-04-CR18, Virginia Transportation Research Council, Charlottesville, Virginia.
    Gierhart, D.P.E. (2020) Seven things you should understand about quality assurance. Asphalt Institute, 35:3-9
    Hasanuddin, A., Setyawan, and B. Yulianto (2018) Evaluation of road performance based on international roughness index and falling weight deflectometer, Materials Science and Engineering, 333: 1.
    Huber, G. (2000) Performance survey on open-graded friction course mixes. National Cooperative Highway Research Program (NCHRP) 284, National Research Council, Washington D.C.
    Isenring, T., H. Koster, and I. Scazziga (1990) Experiences with porous asphalt in switzerland. Transportation Research Record, 1265: 41-53.
    Isenring, T., H. Köster, and I. Scazziga (1990) Experiences with Iwata, H., T. Waranabe, and T. Saito (2002) Study on the Performance of Porous Asphalt Pavement on Winter Road Surface Conditions. Xlth International Winter Road Conference World Road Association (PIARC), Sapporo Japan.
    Japan Road Association (1996) Guideline for Drainage Pavement Technology, Tokyo, Japan.
    Kandhal, P.S. (2002) Design Construction and Maintenance of Open Graded Asphalt Friction Courses. National Asphalt Pavement Association Information Series, 115.
    Kogbara, R. B., E.A. Masad, E. Kassem, T. Scarpas, and K.Anupam (2016) A state-of-the-art review of parameters influencing measurement and modeling of skid resistance of asphalt pavements, Construction and Building Material, 114: 602–617.
    Lefebvre, G. (1993) Porous Asphalt. Permanent International Association of Road Congresses (PIARC), Paris, France.
    Li, H., J.T. Harvey, T.J. Holland, and M. Kayhanian (2013) The use of reflective and permeable pavements as a potential practicefor heat island mitigation and storm water management. Environmental Research Letters, 8 (1):015023.
    Mallick, R.B., P.S. Kandhal, L.A. Cooley, Jr., and D.E. Wsrson (2000) Design construction and performance of new generation open-graded friction courses. National Center of Asphalt Technology (NCAT) Report 2000-1.
    McDaniel, R. S. and William Thornton(2005)Field Evaluation of a Porous Friction Course for Noise Control. TRB 2005 Annual Meeting (CD-ROM), TRB, National Research Council, Washington, D.C.
    Mohammad, L.N., I.I. Negulescu, Z. Wu, C.Daranga, W.H. Daly, and C. Abadie (2003) Investigation of the use of recycled polymer modified asphalt binder in asphalt concrete pavements. Journal of the Association of Asphalt Paving Technologists, 72:551-594.
    Okamoto, N., and F. Tai, Y. Arao (2010)Study on drainage performance of porous asphalt pavements by rainfall simulation testing. 11th Internation Conference on Asphalt Pavements, Nagoya Aichi, Japan
    Partl, M.N. (2018) Towards improved testing of modern asphalt pavements. Materials and Structures, 51:166.
    Pasetto, M (2000) Porous asphalt concretes with added microfibers. 2nd Eurasphalt & Eurobitumen Congress, Beacelona Spain, pp 438-447.
    Pawar, P.R., A.T. Mathew, and M. R. Saraf (2018) IRI (International Roughness Index): an indicator of vehicle response. Materials Today Proceedings, 5(5):11738-11750.
    Piryonesi, S.M. (2019) The Application of Data Analytics to Asset Management: Deterioration and Climate Change Adaptation in Ontario Roads. Ph.D. Dissertation, Department of Civil Engineering, University of Toronto.
    Pucher, E., J. Litzka, J. Haberl, and J. Girard(2004) Silvia Project Report: Report on Recycling of Porous Asphalt in Comparison with Dense Asphalt. SILVIA-036-01-WP3-260204. Sustainable Road Surfaces for Traffic Noise Control, European Commission.
    Rada, G.R., P.E. Perera, and V. Prabhakar (2012) Relating ride quality and structural adequacy for pavement rehabilitation/design decisions. FHWA-HRT-12-035
    Robert, O.R., J.B. Robert, S. Ulf, and P.M. Eric (2007) The Little Book of Quieter Pavements. Federal Highway Administration, FHWA-IF-08-004:28-29.
    Ruiz, A.R., A.F. Pérez, and B. Sanchez (1990) Porous asphalt mixtures in Spain. Transportation Research Record, 1265: 87-94.
    Rusmanto, U., Syafi'I, and D. Handayani, (2018) Structural and functional prediction of pavement condition (A case study on south arterial road, Yogyakarta). Conference Proceedings, 1977:10.
    Sandberg, U., and J.A. Ejsmont (2002) Tyre/Road Noise Reference Book. SE-59040 Kisa, Sweden.
    Stempihar, J.J., T. Pourshams-Manzouri, K.E. Kaloush, and M.C. Rodezno (1993) Porous asphalt pavement temperature effects forurban heat island analysis. Transportation Research Record , 2293: 123-130.
    Tan, S.A., T.F. Fwa, and K. C. Chai (2004) Drainage considera- tions for porous asphalt surface course design. Transportation Research Record, 1868:142-149.
    Tappeiner, W. (1993) Open-Graded Asphalt Friction Course.Information Series 115. National Asphalt Pavement Association, Lanham, MD, USA,.
    Watson, D., A. Johnson and D. Jared (1998) Georgia Department of Transportation’s Progress in Open-Graded Friction Course Development. Transportation Research Record 1616 TRB National Research Council, Washington, D.C., pp.33-35.
    Watson, D.E., N.H. Tran, C. Rodezno, A.J. Taylor, and T.M. James (2018) Performance-based Mix Design for Porous Friction Courses. National Cooperative Highway Research Program (NCHRP) 877, Transportation Research Board, Washington D.C.
    Zhou, H., L. Moore, J. Huddleston, and J. Gower (1992) Free Draining Base Material Properties. Oregon Department of Transportation.

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