TY - JOUR
T1 - Optimal cracking threshold resurfacing policies in asphalt pavement management to minimize costs and emissions
AU - Ogwang, Allan
AU - Madanat, Samer
AU - Horvath, Arpad
N1 - Funding Information:
This research was funded by a University of California Transportation Center (UCTC) faculty research grant to the second and third authors. The authors are grateful to WSPMS Administrator Tim Rydholm and the Transportation Planning Specialist at WSDOT, Joe St. Charles, who facilitated the acquisition of the Washington State pavement data set.
Publisher Copyright:
© 2019 American Society of Civil Engineers.
PY - 2019/6/1
Y1 - 2019/6/1
N2 - There is an increasing need for the reduction of greenhouse gas (GHG) emissions within pavement management decisionmaking. Pavement maintenance activities, such as resurfacing, account for millions of tons of the G1HG emissions annually in the United States. Optimizing pavement resurfacing activities allows for the potential to reduce the carbon footprint of pavement maintenance. A framework is proposed for estimating the relationship between GHG emissions from pavement resurfacing activities and pavement cracking-threshold policies, where cracking is the trigger distress. Cracking threshold is the maximum percentage cracking level a pavement is allowed to reach before an asphalt overlay is applied. The data set used in the case study was obtained from the Washington State Department of Transportation. The results show that for a planning horizon of 10 years, the optimal cracking thresholds for minimizing costs and GHG emissions are very close to each other.
AB - There is an increasing need for the reduction of greenhouse gas (GHG) emissions within pavement management decisionmaking. Pavement maintenance activities, such as resurfacing, account for millions of tons of the G1HG emissions annually in the United States. Optimizing pavement resurfacing activities allows for the potential to reduce the carbon footprint of pavement maintenance. A framework is proposed for estimating the relationship between GHG emissions from pavement resurfacing activities and pavement cracking-threshold policies, where cracking is the trigger distress. Cracking threshold is the maximum percentage cracking level a pavement is allowed to reach before an asphalt overlay is applied. The data set used in the case study was obtained from the Washington State Department of Transportation. The results show that for a planning horizon of 10 years, the optimal cracking thresholds for minimizing costs and GHG emissions are very close to each other.
UR - http://www.scopus.com/inward/record.url?scp=85060497321&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=85060497321&partnerID=8YFLogxK
U2 - 10.1061/(ASCE)IS.1943-555X.0000469
DO - 10.1061/(ASCE)IS.1943-555X.0000469
M3 - Article
AN - SCOPUS:85060497321
SN - 1076-0342
VL - 25
JO - Journal of Infrastructure Systems
JF - Journal of Infrastructure Systems
IS - 2
M1 - 04019003
ER -