Technical Papers
Sep 30, 2015

Environmental, Economic, and Social Implications of Highway Concrete Rehabilitation Alternatives

Publication: Journal of Construction Engineering and Management
Volume 142, Issue 2

Abstract

Currently, there is no comprehensive benchmark of life-cycle assessment for the rigid pavement alternatives for highway rehabilitation. To fill this gap, the major objective of this study is to investigate the environmental, economic, and social impacts of the three most widely adopted rigid pavement choices through a life-cycle assessment approach with custom-built economic input-output life-cycle assessment (EIO-LCA) models. Quantity takeoffs were performed for each alternative assuming a 1-lane-km highway rehabilitation. Subsequently, the construction costs of each alternative were computed in order to determine the present values for a life span of 50 years, while at the same time accounting for a different life expectancy for each pavement rehabilitation strategy. The present values were then incorporated into a corresponding EIO-LCA model. The results clearly indicate that continuously reinforced concrete pavement (CRCP) is the most sustainable choice and much preferable to the other alternatives for minimizing negative environmental, economic and social impacts from the life-cycle perspective. This finding champions a wider adoption of CRCP for future sustainable transportation infrastructure development projects, as CRCP’s relatively high initial construction cost can be recouped by long-term sustained benefits. The results and findings of this study can serve as a solid foundation for industry practitioners and decision-makers to make better-informed project decisions when choosing the most sustainable pavement alternatives from a life-cycle perspective.

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Go to Journal of Construction Engineering and Management
Journal of Construction Engineering and Management
Volume 142Issue 2February 2016

History

Received: Dec 19, 2014
Accepted: Jul 22, 2015
Published online: Sep 30, 2015
Published in print: Feb 1, 2016
Discussion open until: Feb 29, 2016

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Kunhee Choi, A.M.ASCE [email protected]
Assistant Professor, Dept. of Construction Science, Texas A&M Univ., 3137 TAMU, Francis Hall 305, College Station, TX 77843-3137 (corresponding author). E-mail: [email protected]
Hyun Woo Lee, M.ASCE [email protected]
Assistant Professor, Dept. of Construction Management, Univ. of Washington, 120 Architecture Hall, Seattle, WA 98195. E-mail: [email protected]
Zhuting Mao [email protected]
Project Engineer, Balfour Beatty Construction, 10620 Treena St., San Diego, CA 92131. E-mail: [email protected]
Sarel Lavy, A.M.ASCE [email protected]
Associate Professor, Dept. of Construction Science, Texas A&M Univ., 3137 TAMU, Francis Hall 208C, College Station, TX 77843-3137. E-mail: [email protected]
Boong Yeol Ryoo [email protected]
Associate Professor, Dept. of Construction Science, Texas A&M Univ., 3137 TAMU, Francis Hall 306, College Station, TX 77843-3137. E-mail: [email protected]

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