落錘式撓度儀應用廣泛，國內對於鋪面結構強度探討仍無一致方式，且鋪面的養護和耐久性，應考量生命週期成本分析。本研究主要分為鋪面承載力評估與生命週期成本分析(LCCA)兩大部分，鋪面承載力評估主要利用落錘式撓度儀數據進行分析，綜合比較並探討結果 ; 生命週期成本分析為蒐集整理成本與交通量資料，比較不同鋪面方案條件的經濟可行性。將溫度修正及正規化載重修正後之撓度曲線，配合以多層彈性理論程式建議之優、中、劣三種鋪面的撓度曲線，有助於評估鋪面狀況，瞭解鋪面承載能力。根據撓度值推導之鋪面層係數，說明石膠泥瀝青混凝土及多孔隙瀝青混凝土較密級配提供較佳承載力，且轉爐石有助於提升鋪面承載力。LCCA評估轉爐石多孔隙瀝青混凝土鋪面、天然粒料多孔隙瀝青混凝土鋪面、天然粒料密級配鋪面等三種維修方案之長期經濟性，顯示轉爐石多孔隙瀝青混凝土鋪面具經濟效益。交通增量敏感度分析中，說明當交通量超過工區容量時，用路人成本將大幅增加 ; 折現率敏感度分析，說明折現率越高，總淨現值越低 ; 此外，用路人時間價值及施工成本之變動對刨鋪頻率較高的方案影響較大。

Falling weight deflectometer (FWD) is widely used, but there is no consistent way to discuss the strength of pavement structure. The maintenance and durability of pavement should be considered in life cycle cost analysis. This study is divided into two parts: pavement capacity evaluation and life cycle cost analysis (LCCA). FWD data is used to evaluate pavement capacity, and the results are compared and discussed. LCCA is to collect cost and traffic related data, compare the economic feasibility of different pavement alternatives. With three theoretical deflection curves (excellent, medium, and bad), the in-situ deflection curve can be used to evaluate pavement condition. According to the deduction of layer coefficients, stone mastic asphalt concrete (SMA) and porous asphalt concrete (PAC) are both better at carrying capacity than dense graded asphalt concrete. The Basic Oxygen Furnace Slag (BOF) can help to enhance the pavement bearing capacity. LCCA evaluates long-term economy of three pavement alternatives: BOF-PAC, NA-PAC, and NA-OGFC. The results show that BOF-PAC has economic benefits.

李柏賢 (2015)分析多孔隙瀝青混凝土績效之影響因素，國立成功大學土木工程研究所碩士論文，台南。
黃彥霖 (2015)改質轉爐石應用於多孔性瀝青混凝土之實驗室和現地評估，國立成功大學土木工程研究所碩士論文，台南。
彰化縣政府工務處 (2011)彰74線道路延伸可行性評估，易緯工程顧問股份有限公司，彰化。
蔡攀鰲、盧俊愷 (1997)南部地區柔性鋪面溫度分佈模式之探討，行政院國家科學委員會，台北。
盧俊愷、蔡攀鰲、彭俊翔、陳國琛 (1996)「南台灣柔性鋪面溫度分佈探討-以高速公路新市收費站為例」，中國土木水利工程學刊，第23卷，第39-50頁。
藍舒平 (2016)落錘式撓度儀應用於高速公路鋪面評估，國立成功大學土木工程研究所碩士論文，台南。
關灝揚 (2016)落錘式撓度儀應用於鋪面結構能力之評估，國立成功大學土木工程研究所碩士論文，台南。
顏如玉 (2014) 「公共建設成本效益分析之社會折現率探討」，財稅研究，第43卷，第1期，第149-162頁。
American Association of State Highway and Transportation Officials (1993). AASHTO Guide for Design of Pavement Structures, Washington, D.C.
Alavi, S., Lecates, J.F., and Tavares, M.P. (2008). Falling weight Deflectometer Usage, NCHRP Synthesis 318, Transportation Research Board, Washington D. C.
American Society for Testing and Materials (2011). “Standard Test Method for Determining the Resilient Modulus of Bituminous Mixtures by Indirect Tension Test,” ASTM D 7369-11, West Conshohocken, Pennsylvania, USA.
American Society for Testing and Materials (2015). “Standard Guide for Calculating In Situ Equivalent Elastic Moduli of Pavement Materials Using Layered Elastic Theory,” ASTM D 5858-96, West Conshohocken, Pennsylvania, USA.
Baltzer, S., and Jansen, J.M.(1994). “Temperature Correction of a Asphalt-Moduli for FWD Measurements,” Transportation Research Board, pp.753-768.
California Department of Transportation (2013). Life-Cycle Cost Analysis Procedures Manual for RealCost Version 2.5CA, California Department of Transportation, California.
Chen, D.H., Bilyeu, J., Lin, H.H., and Murphy, M. (2000). “Temperature Correction on Falling Weight Deflectometer Measurements,” Transportation Research Record: Journal of the Transportation Research Board, No.1716, pp.30-39.
Cooley, L.A., Brumfield, J.W., Mallick, R.B., Mogawer, W.S., Partl, M., Poulikakos, L., and Hicks, G. (2009). Construction and Maintenance Practices for Permeable Fricition Courses, National Cooperative Highway Research Program (NCHRP), Report 640, Washington, D.C.
Dennis, B.C. (2009). Annotated Literature Review for NCHRP Report 640, National Cooperative Highway Research Program (NCHRP), Web-Only Document 138, Mississippi.
Douglass, B., and Lee, Jr. (2002). “Fundamentals of Life-Cycle Cost Analysis,” Transportation Research Record, 1812, No.02-3121, pp.203-210.

Federal Aviation Administration (FAA). (2011). Use of Nondestructive Testing in the Evaluation of Airport Pavements, U.S. Department of Transportation : Federal Aviation Administration (FAA), AC 150/5370-11B, Washington, D.C.
Federal Highway Administration. (2000). LTPP Manual for Falling Weight Deflectometer Measurements Operational Field Guidelines, U.S. Department of Transportation : Federal Highway Administration (FHWA), McLean, Virginia.
Federal Highway Administration. (2002). Life-Cycle Cost Analysis Primer, U.S. Department of Transportation : Federal Highway Administration (FHWA), Washington, D.C.
Fernando, E.G., Liu, W., and Ryu, D. (2001) Development of a Procedure for Temperature Correction of Back Calculated AC Modulus, Texas Transportation Institute, 1863-1, Texas.
Garcia, J.A.R., and Castro M. (2011). “Analysis of The Temperature Influence on Flexible Pavement Deflection,” Construction and Building Materials, Vol.25, pp.3530-3539.
Gedafa, D.S., Hossain, M., and Romanoschi, S.A. (2014). “Perpetual Pavement Temperature Prediction Model,” Road Materials and Pavement Design, Vol.15(1), pp.55-65.
Haas, H., Hudson, W.R., and Zaniewski, J.P. (1994). Modern Pavement Management, 2nd edition, New York, pp.119-121.
Hamzah, M.O., and Yi, T.C. (2008). “Effects of Temperature on Resilient Modulus of Dense Asphalt Mixtures Incorporationg Steel Slag Subjected to Short Term Oven Aging,” International of Journal of Civil Environmental, Structural, Construction and Architectural Engineering, Vol.2(10), pp.222-226.
Hansen, K. (2008). Porous Asphalt Pavements for Stormwater Management, National Asphalt Pavement Association, 131, Lanham.
Hariyadi, E.S., and Utami, R. (2015). “Predicting Bonding Condition Between Asphalt Pavement Layers from Measured and Computed Deflection using Layer Moduli Backcalculation,” Journal of the Eastern Asia Society for Transportation Studies, Vol. 11, pp.1700-1709.

Harvey, J.T., Meijer, J., Ozer, H., Al-Qadi, I.L., Saboori, A., and Kendall, A. (2016). Pavement Life-Cycle Assessment Framework, U.S. Department of Transportation : Federal Highway Administration (FHA), FHWA-HIF-16-014, Washington, D.C.
Horak, E. (2007).”Surface Moduli Determined with the Falling Weight Deflectomer Used as Benchmarking Tool,” 26th Southern African Transport Conference, Pretoria, South Africa.
Kim, Y.R., Hibbs, B.O., and Lee, Y.C. (1995). “Temperature Correction of Deflections and Backcalculated Asphalt Concrete Moduli,” Transportation Research Record: Journal of the Transportation Research Board, No.1473, pp.55-62.
Lukanen, E.O., and Tayabji, S.D. (2000).Nondestructive Testing of Pavement and Backcalculation of Moduli : Third Volume, ASTM STP1375, West Conshohocken, pp.116-128.
Nam, B.H., An, J., Kim, M., Murphy, M.R., and Zhang, Z. (2016). ”Improvement to the Structural Condition Index (SCI) for Pavement Structural Evaluation at Network Level,” International Journal of Pavement Engineering, Vol.17, No.8, pp.680-697.
Nam, B.H., Kee, S.H., Youn, H., and Kim, D.Y. (2015). “Methodology to Improve the AASHTO Subgrade Resilient Modulus Equation for Network-Level Use,” Journal of Transportation Engineering, Vol.141(12), 04015027.
Peddibhotla, S.S.S., Murphy, M., and Zhang, Z. (2011). “Validation and Implementation of the Structural Condition Index (SCI) for Network-level Pavement Evaluation”, Technical Report, FHWA/TX-11/5-4322-01-1.
Rohde, G.T. (1994). “Determining Pavement Structural Number from FWD Testing,” Transportation Research Record, No. 1448, pp.61-68.
Romanoschi, S., and Metcalf, J.B. (1999). ”Simple Approach to Estimation of Pavement Structural Capacity,” Transportation Research Record, No.1652, pp.198-205.
Saleh, M. (2016). “Utilisation of the Deflectograph Data to Evaluate Pavement Structural Condition of the Highway Network,” Road Materials and Pavement Design, Vol.17(1), pp.136-152.

Uju, I. (2010). A Study of the Strength of Pervious Pavement System, M.C.E. Department of Civil, Environmental, and Construction Engineering, College of Engineering and Computer Science, University of Central Florida, Florida.
Ullidtz, P. (1987). Pavement Analysis, New York.
Walls, J., and Smith, M.R. (1998). Life-Cycle Cost Analysis in Pavement Design-Interim Technical Bulletin, U.S. Department of Transportation : Federal Highway Administration (FHWA), FHWA-SA-98-079, Washington, D.C.
Zhang, Z., Claros, G., Manuel, L., and Damnjanovic, Ivan. (2003) “Evaluation of the Pavement Structural Condition at Network Level Using Falling Weight Deflectometer (FWD) Data,” Transportation Research Board 82th Annual Meeting, Washington, D.C.