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    Developing Specification Limits for Hot Mix Asphalt Properties and Impact on Pay Factors

    Source: Journal of Transportation Engineering, Part B: Pavements:;2020:;Volume ( 146 ):;issue: 003
    Author:
    Haydar Al-Khayat
    ,
    Charles Gurganus
    ,
    David E. Newcomb
    ,
    Maryam S. Sakhaeifar
    DOI: 10.1061/JPEODX.0000185
    Publisher: ASCE
    Abstract: Specification limits are developed and employed by the departments of transportation to determine the percent of Lot quantity within specified limits, and then used later to make payment to contractors. Developing these limits must be based on the typical variability of data used in percent within limit (PWL) specification. Using overly wide or tight limits could create risk for highway agencies or contractors. This paper explains how to develop new specification limits for hot mix asphalt pay-elements. Data sets used in this paper are representing most of the contractors who are working with the Oregon Department of Transportation (ODOT). The data sets were collected from 15 projects performed in the state. Two types of variabilities have been considered in the development process; within-process variability and target-miss variability [how the mean value of test results is variable around the target value (TV)]. One project was selected as a case study to present the impact of the new proposed specification limits on the payment. The new proposed specification limits contained with this paper will balance the risk between ODOT and its contractors. With the new specification limits, it is likely less bonus will be paid; only awarding high performing contractors with a maximum bonus of 5%. Over time, this has the potential to motivate others to construct pavements closer to specification TV and with a lower variability.
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      Developing Specification Limits for Hot Mix Asphalt Properties and Impact on Pay Factors

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    contributor authorHaydar Al-Khayat
    contributor authorCharles Gurganus
    contributor authorDavid E. Newcomb
    contributor authorMaryam S. Sakhaeifar
    date accessioned2022-01-30T21:20:52Z
    date available2022-01-30T21:20:52Z
    date issued9/1/2020 12:00:00 AM
    identifier otherJPEODX.0000185.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268044
    description abstractSpecification limits are developed and employed by the departments of transportation to determine the percent of Lot quantity within specified limits, and then used later to make payment to contractors. Developing these limits must be based on the typical variability of data used in percent within limit (PWL) specification. Using overly wide or tight limits could create risk for highway agencies or contractors. This paper explains how to develop new specification limits for hot mix asphalt pay-elements. Data sets used in this paper are representing most of the contractors who are working with the Oregon Department of Transportation (ODOT). The data sets were collected from 15 projects performed in the state. Two types of variabilities have been considered in the development process; within-process variability and target-miss variability [how the mean value of test results is variable around the target value (TV)]. One project was selected as a case study to present the impact of the new proposed specification limits on the payment. The new proposed specification limits contained with this paper will balance the risk between ODOT and its contractors. With the new specification limits, it is likely less bonus will be paid; only awarding high performing contractors with a maximum bonus of 5%. Over time, this has the potential to motivate others to construct pavements closer to specification TV and with a lower variability.
    publisherASCE
    titleDeveloping Specification Limits for Hot Mix Asphalt Properties and Impact on Pay Factors
    typeJournal Paper
    journal volume146
    journal issue3
    journal titleJournal of Transportation Engineering, Part B: Pavements
    identifier doi10.1061/JPEODX.0000185
    page8
    treeJournal of Transportation Engineering, Part B: Pavements:;2020:;Volume ( 146 ):;issue: 003
    contenttypeFulltext
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