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dc.contributor.advisorGharaibeh, Nasir G
dc.creatorLi, Jing
dc.date.accessioned2015-02-05T17:22:33Z
dc.date.available2016-08-01T05:30:08Z
dc.date.created2014-08
dc.date.issued2014-05-23
dc.date.submittedAugust 2014
dc.identifier.urihttp://hdl.handle.net/1969.1/153238
dc.description.abstractA pavement maintenance and rehabilitation (M&R) project normally extends over 2-10 mile long roadway segment. At the M&R planning stage, these projects are called pavement management sections, which are often comprised of multiple data collection sections. The fact that a management section is comprised of multiple data collection sections introduces variability into the condition of the pavement within each M&R project. Also, variability is often found in the cost of M&R projects of the same M&R type. These variability are poorly understood and qualified in the pavement management literature. Accounting for these uncertainties in pre-treatment pavement condition and in the M&R treatment cost is essential for obtaining realistic estimate of needed funding. This research addresses this knowledge gap by a) developing probability density functions for pavement pre-treatment condition indicators and M&R unit cost, and b) developing a novel probabilistic methodology for estimating M&R funding needs for pavement networks that accounts for these uncertainties. Data was obtained from the Bryan district pavement management plan for 2012 and from the Texas Department of Transportation (TxDOT) Pavement Management Information System (PMIS). Probability distribution functions were fitted for distress score, ride score, and unit cost using the @Risk software. Also, a simplified decision tree was developed to help simulate the maintenance and rehabilitation treatment selection process. This decision tree considers ride score, distress score, and traffic volume. After fitting the probability distributions of pavement condition indicators and unit cost, the impact of uncertainty in them on funding needs estimate was investigated using Monte Carlo simulation, The analysis shows that the needs estimate produced by TxDOT for the studied projects falls within the 90 percent confidence interval of the simulated need estimate.
dc.format.mimetypeapplication/pdf
dc.language.isoen
dc.subjectVariability
dc.subjectMaintenance and Rehabilitation
dc.subjectFunding Needs Estimate
dc.subjectSimulation
dc.titleMeasuring the Effect of Uncertainty in Unit Cost and Pre-Treatment Condition on Pavement Maintenance and Rehabilitation Decisions
dc.typeThesis
thesis.degree.departmentCivil Engineering
thesis.degree.disciplineCivil Engineering
thesis.degree.grantorTexas A & M University
thesis.degree.nameMaster of Science
thesis.degree.levelMasters
dc.contributor.committeeMemberSakhaeifar, Maryam
dc.contributor.committeeMemberSpiegelman, Clifford
dc.type.materialtext
dc.date.updated2015-02-05T17:22:34Z
local.embargo.terms2016-08-01
local.etdauthor.orcid0000-0001-9777-4464


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