تعبيد الطريق
مراجع

↑  Nehme، Jean (14 يوليو 2017). "About Long-Term Pavement Performance". إدارة الطرق السريعة الفيدرالية. مؤرشف من الأصل في 2018-06-19. اطلع عليه بتاريخ 2017-10-22.
↑  Raab، Robert (n.d.). "Long-Term Pavement Performance Studies". مجلس بحوث النقل. مؤرشف من الأصل في 2019-12-30. اطلع عليه بتاريخ 2017-10-22.
↑  "Piryonesi, S. M., & El-Diraby, T. (2018). Using Data Analytics for Cost-Effective Prediction of Road Conditions: Case of The Pavement Condition Index:[summary report] (No. FHWA-HRT-18-065). United States. Federal Highway Administration. Office of Research, Development, and Technology". مؤرشف من الأصل في 2019-04-16.
↑  "Ford, K., Arman, M., Labi, S., Sinha, K.C., Thompson, P.D., Shirole, A.M., and Li, Z. 2012. NCHRP Report 713 : Estimating life expectancies of highway assets. In Transportation Research Board, National Academy of Sciences, Washington, DC. Transportation Research Board, Washington DC" (PDF). مؤرشف (PDF) من الأصل في 2015-11-23.
↑  Piryonesi, S. M. (2019). The Application of Data Analytics to Asset Management: Deterioration and Climate Change Adaptation in Ontario Roads (Doctoral dissertation) نسخة محفوظة 2 ديسمبر 2019 على موقع واي باك مشين.
↑  Piryonesi S. Madeh؛ El-Diraby Tamer E. (1 يونيو 2020). "Role of Data Analytics in Infrastructure Asset Management: Overcoming Data Size and Quality Problems". Journal of Transportation Engineering, Part B: Pavements. ج. 146 ع. 2: 04020022. DOI:10.1061/JPEODX.0000175. مؤرشف من الأصل في 2020-04-12.
↑  "NUAE Geosynthetics Ltd. News: Project Scout Moor Wind farm" (PDF). NUAE. مايو 2007. مؤرشف من الأصل (PDF) في 2016-03-04. اطلع عليه بتاريخ 2008-11-02.
↑  Anon (يونيو 1991). "Highway construction/ Ground insulation" (PDF). Styropor: Technical information. مؤرشف من الأصل (PDF) في 2018-10-02. اطلع عليه بتاريخ 2010-01-29.
↑  "Warm Mix Asphalt Technologies and Research". Federal Highway Administration. 29 أكتوبر 2008. مؤرشف من الأصل في 2018-10-23. اطلع عليه بتاريخ 2010-08-04.
↑  "Hot, Warm, Luke Warm and Cold Mix Asphalt" (PDF). Cornell Local Roads Program. يونيو 2009. مؤرشف من الأصل (PDF) في 2012-10-21. اطلع عليه بتاريخ 2010-08-04.
↑  Gerbrandt، Ron؛ Tim Makahoniuk؛ Cathy Lynn Borbely؛ Curtis Berthelot (2000). "Guidelines must be followed strictly – No exceptions" (PDF). Effect of Cold-in-place recycling on the Heavyweight Trucking Industry. 6th International Conference on Heavy Vehicle Weights and Dimension Proceedings. مؤرشف من الأصل (PDF) في 2018-10-06. اطلع عليه بتاريخ 2009-01-25.
↑  David Jones؛ John Harvey؛ Imad L. Al-Qadi؛ Angel Mateos (2012). Advances in Pavement Design through Full-scale Accelerated Pavement Testing. CRC Press. ISBN:978-0-203-07301-8. مؤرشف من الأصل في 2020-02-29.
↑  "Concrete Pavement Restoration" (PDF). مؤرشف من الأصل (PDF) في 17 أبريل 2012. اطلع عليه بتاريخ 7 أبريل 2012.
↑  "Concrete Pavement Rehabilitation Guide for Diamond Grinding". مؤرشف من الأصل في 2016-11-20. اطلع عليه بتاريخ 2012-04-07.
↑  Weingroff، Richard F. (7 أبريل 2011). "The Lincoln Highway". fhwa.dot.gov. Federal Highway Administration. مؤرشف من الأصل في 2019-11-29. اطلع عليه بتاريخ 2017-09-25. The LHA also sponsored short concrete "Seedling Mile" object lesson roads in many locations (the first, built in the fall of 1914, was just west of Malta, Illinois). The "Seedling Miles," according to the LHA's 1924 guide, were intended "to demonstrate the desirability of this permanent type of road construction" and "crystallize public sentiment" for "further construction of the same character." Generally, the LHA worked with the Portland Cement Association to arrange donations of cement for the seeding mileage...The most famous "seedling" and one of the most talked about portions of the Lincoln Highway was the 1.3-mile "Ideal Section" between Dyer and Schererville in Lake County, Indiana. In 1920, the LHA decided to develop a model section of road that would be adequate not only for current traffic but for highway transportation over the following 2 decades. The LHA assembled 17 of the country's foremost highway experts for meetings in December 1920 and February 1921 to decide design details of the Ideal Section. They agreed on such features as: A 110-foot right-of-way; A 40-foot wide concrete pavement 10 inches thick (maximum loads of 8,000 pounds per wheel were the basis for the pavement design);     Minimum radius for curves of 1,000 feet, with guardrail at all embankments;     Curves superelevated (i.e., banked) for a speed of 35 miles per hour;     No grade crossings or advertising signs; and     A footpath for pedestrians.
↑  Kulsea، Bill؛ Shawver، Tom؛ Kach، Carol (1980). Making Michigan Move: A History of Michigan Highways and the Michigan Department of Transportation. Lansing, Michigan: Michigan Department of Transportation. OCLC:8169232.
↑  Lee، B. J.؛ Lee، H. (2004). "Position-Invariant Neural Network for Digital Pavement Crack Analysis". Computer-Aided Civil and Infrastructure Engineering. ج. 19 ع. 2: 105–118. DOI:10.1111/j.1467-8667.2004.00341.x.
↑  "Bellefontaine, Ohio: Court Avenue photo". City Profile. 17 فبراير 2011. مؤرشف من الأصل في 2018-10-05. اطلع عليه بتاريخ 2018-04-02.
↑  Khazanovich، L.؛ Lederle، R.؛ Tompkins، D.؛ Harvey، J.T.؛ Signore، J. (2012). "Guidelines for the Rehabilitation of Concrete Pavements Using Asphalt Overlays (FHWA TPF-5(149) Final Report)". {{استشهاد بدورية محكمة}}: الاستشهاد بدورية محكمة يطلب |دورية محكمة= (مساعدة)