台灣道路受到氣候和交通荷重影響，傳統瀝青鋪面容易產生損壞，為了提升路面的品質與使用壽命，本研究探討改質瀝青混凝土鋪面成效，評估岡山段國道1號北上路段路面績效，試驗路段分成兩個工區，使用兩種不同改質瀝青；另外，於台南南74線評估再生瀝青混凝土鋪面績效。鋪面績效評估分三大部份，分別為安全性(Safety)、耐久性(Durability)、功能性(Functionality)，進行現地平坦度值(IRI)、抗滑值(BPN)、車轍值、衝擊值(CIV)、噪音值和透水量等試驗檢測。鋪面績效評估數據顯示，兩種改質瀝青混凝土施工後衝擊值皆大於50，鋪面整體結構與鋪面耐久性呈現穩定狀態，IRI值良好，BPN直皆在45以上，表示行車安全；再生瀝青混凝土施工後車轍量皆低於輕級車轍，平坦度皆低於3.5m/km顯示鋪築後平整度控制良好，衝擊值(CIV)皆大於50，顯示鋪面整體結構與鋪面耐久性呈現穩定狀態，抗滑值(BPN)皆在45以上，具抗滑效果。

The performance of recycled asphalt concrete pavement was evaluated in Tainan City's road, South No. 74. The pavement performance evaluation is from these three indicators, and these three indicators are safety, durability, functionality respectively. And the performance evaluation are from these parameters, the local flatness value (IRI), anti-slip value (BPN), rut value, impact value, noise value and water permeability. The pavement performance evaluation data shows that the impact values of the two modified asphalt concretes are all greater than 50, the overall pavement structure and pavement durability are stable, the IRI value is good, and BPN value is above 45. From the data display, it indicates driving safety.
Recycled asphalt concrete construction and the rear squats are lower than the light ruts, and the flatness is less than 3.5m/km. The flatness is well controlled after paving, and the impact value (CIV) is greater than 50, indicating that the overall structure of the pavement and the durability of the pavement are stable. In addition, the slip value (BPN) is above 45 and has an anti-slip effect.

Key words: modified asphalt concrete; recycled asphalt concrete; paving
performance

參考文獻
中華鋪面工程學會 (2004). 「近代新瀝青混凝土路面材料及產製鋪設技術」。
日本道路協會（1996），排水性鋪裝技術指針（案），東京，日本。
台南市政府工務局「市道172縣安溪寮段至白河區拓寬工程先期規劃案」。
交通部臺灣區國道高速公路局 (2003)「交通技術標準規範公路類公路工程部-公路養護手冊」，台北。
李世大 (2007) 「跑道抗滑係數檢測及分析之研究-以臺灣桃園國際機場為例」，國立中央大學土木工程研究所碩士論文，桃園。
夏明勝 (2005)「分析瀝青混凝土之材料與疲勞特性」，國立成功大學土木工程所博士論文，台南。
陳俊雄 (2015)「剛性鋪面績效評估與機場道面管理系統」國立成功大學土木工程研究所碩士論文，台南
梁順榮 (2007)「鋪面平坦度高程檢測及規範探討之研究」，國立中央大學土木工程研究所碩士論文，桃園。
黃俊銘(2017)「剛性鋪面及再生瀝青混凝土鋪面績效評估」國立成功大學土木工程研究所碩士論文，台南。

蔡攀鳌(1979)「瀝青鋪面材料再利用之研究」，土木水利，第六卷，第一期，第49-58頁。
蔡攀鰲 (2002). 「再生瀝青混凝土拌合廠審查認可基準」，再生瀝青混凝土實務講習，中華鋪面工程學會，台南，第 1-19 頁。

Airey, G.D. (2003). Rheological Properties of Styrene Butadiene Styrene Polymer Modified Road Bitumens,Fuel, Vol.82(14), pp.1709-1719.

Aklonis, J.J, and MacKnight, W.J., (1983) Introduction to Polymer Viscoelastic, John Wiley&Sons, Inc., New York

Al-Dubabe, I. A., Al-Abdul Wahhab, H. I., Asi, I. M. and Ali, M. F., (1998)Polymer Modification of Arab Asphalt, Journal of Materials in Civil Engineering, Aug., pp. 161-167.

American Society for Testing and Materials (ASTM)
(2004) .Standard Practice for Classifying Hot-Mix Recycling Agents, ASTM D4552-92.

American Society for Testing and Materials (ASTM) (2011). Standard Practice for Preparation of Viscosity Blends for Hot Recycled Asphalt Materisls, ASTM D4887/D4887M-11.

American Association of State Highway and Transportation Officials (AASHTO) (2013) . Standard Specification for Superpave Volumetric Mix Design, AASHTO M323.

Asphalt Institute (2014). Asphalt Mix Design Methods, MS-2, Seventh Edition, Asphalt Institute, Lexington, KY.

Becker, Y., A.J., Muller, and Y.Rodriguez (2002) . Use of rheological compatibility criteria to study sbs modified asphalts,Journal of Applied Polymer Science, Vol.90, pp.1772-1782.

Chen,J.S., S. F. Chen, M.C. Liao, and S.W. Huang (2015) . Laboratory evaluation of asphalt blends of recycling agents mixed with aged binders, Journal of Materials in Civil Engineering, ASCE, Vol.27(2), 04014143.

Carreaul P. J., M. Bousmina and F . Bonniotl (2000) The viscoelastic properties of polymer-modified asphalts. The Canadia Journal of Chemical Engineering, Vol.78, pp.495-503

Federal Aviation Administration (1997)Measurement, Construction, and Maintenance of Skid-Resistant Airport Pavement Surfaces.Department of Transportation Advisory Circular, A/C No. 150/5320-12C.

Fried, J.R., (1986)Polymer science and technology, Gilbert ,D.G.,Ashby,M.F and Beaumont, P.W.R.,modulus-
maps for Amorphous polymers, Journal of Materials
Science,Vol.21,pp.3149-3210

Gardiner, M.S., and Wanger, C.(1999), Use of reclaimed asphalt pavement in superpave hot-mix asphalt application, Transtortation Research Record 1681,pp.1~9

Gilbert, D.G., Ashby, M.F and Beaumont, (1986). P.W.R., Journal of materials science ,modulus-maps for amorphous
polymers, Vol. 21, pp. 3194-3210

Hadipour, K., and Anderson, K.O., (1988). An evaluation of permanent deformation and low temperature characteristics of some recycled asphalt concrete mixture, Journal of the Association of Asphalt Paving Technologists,Vol.pp.615-645.

Huang, B., Li, G., Vukosavljevic, D., Shu, X. and Egan, B.K., (2005). Laboratory Investigation of mixing HMA with
RAP,transportation research board 83rd annual meeting,
washington, D. C. (on CD-ROM). Jelcic, Z., V.O. Bulatovic, V. Rek, and K.J. Markovic (2014). Relationship between fractal, viscoelastic, and aging properties of linear and radial styrene–butadiene–styrene
polymer-modified bitumen,Journal of Elastomers and Plastics, Vol.48(1), pp.1-33.

Jayawickrama , P. W., and G.L. Graham(1995). Use of Skid
performance history as basis for aggregate qualification for seal coats and hot-mix asphalt concrete surface courses,Transportation Research Record 1501, pp.31-38.

Lee, C.S.Y.,and Fleming, G.G.(1996).Measurement of Highway-Related Noise, U.S. Department of Transportation, FHWA-PD-96-046.McDaniel, R., and Anderson, R. M. (2001).
Recommended Use of Reclaimed Asphalt Pavement in the
Superpave Mix Design Method, NCHRP Report 452, Washington, D.C.

Panda, M. and Mazumdar, M., (1999). Engineering properties of eva-modified bitumen binder for paving mixes, Journal of Materials in Civil Engineering, Vol. 11, pp. 131-137

Pacheco-Torgal, F., V.W.Y. Tam., J.A. Labrincha.,Y.ding and J. de Brito(2010) Handbook of Recycled Concrete and Demolition Waste

Roberst,F.L.,Kandhal,P.S.,Brown,E.R.,Lee,D.Y.,&Kennedy,T.W., (1996)National Asphalt Pavement Association,NAPA Education, Hot Mix Asphalt Materials,Mixture Design,and Construction Foundation,Lanham,Md.,

Solaimanian, M. and Tahmoressi, M., (1996). “Variability Analysis of Hot-Mix Asphalt Concrete Containing High Percentage of Reclaimed Asphalt Pavement,” Transportation Research Record 1543, pp.89-96.

Soleymani, H.R., Anderson, M., McDaniel, R. and Abdelrahman, M., (2000). Investigation of The black rock Issue for recycled asphalt mixtures, Journal of Association of Asphalt Paving Technologists, Vol. 69, pp.366~390.

Sun, L., Y.Wang., and Y. Zhang(2014). Aging mechanism and effective recycling ratio of sbs modified asphalt, Construction and Building Materials, Vol.70, pp.26-35.

Urquhart, R., and Khoo, K.Y. (2013). Investigations into the Effects of Polymer Segregation and Degradation in Polymer Modified Binders. Austroads Technical Report, AP-T227-13, Australi