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  • 2015-2019  (3)
  • Mobilitäts- und Verkehrsforschung  (3)
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  • 2015-2019  (3)
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  • Mobilitäts- und Verkehrsforschung  (3)
  • 1
    Online-Ressource
    Online-Ressource
    SAGE Publications ; 2018
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 2672, No. 40 ( 2018-12), p. 242-253
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 2672, No. 40 ( 2018-12), p. 242-253
    Kurzfassung: Bonded concrete overlays of asphalt pavements (BCOA) consist of a concrete overlay placed on an existing asphalt or composite pavement. This technique is intended as a cost-effective rehabilitation solution for marginally distressed in-service asphalt or composite pavements. BCOA with panel sizes between 4.5 ft and 8.5 ft have become popular as they reduce curling stresses while keeping the longitudinal joints out of the wheelpath. The BCOA-ME (mechanistic empirical) design procedure and Pavement ME short jointed plain concrete pavement (SJPCP) module can both be used to design BCOA with mid-size panels. However, these design procedures differ in the assumptions used to develop the mechanistic computational model, fatigue models used to predict failure, treatment of environmental conditions, estimate of asphalt stiffness, consideration of structural fibers, the application of traffic loading, and the calibration process. This results in the procedures producing different overlay thicknesses and predicted distresses. The strengths and limitations of each procedure are evaluated and comparisons are made between the design thicknesses obtained from them.
    Materialart: Online-Ressource
    ISSN: 0361-1981 , 2169-4052
    Sprache: Englisch
    Verlag: SAGE Publications
    Publikationsdatum: 2018
    ZDB Id: 2403378-9
    Standort Signatur Einschränkungen Verfügbarkeit
    BibTip Andere fanden auch interessant ...
  • 2
    Online-Ressource
    Online-Ressource
    SAGE Publications ; 2015
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 2524, No. 1 ( 2015-01), p. 59-67
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 2524, No. 1 ( 2015-01), p. 59-67
    Kurzfassung: AASHTOWare Pavement ME Design, software developed from the AASHTO Mechanistic–Empirical Pavement Design Guide (MEPDG), uses performance data extracted primarily from the long-term pavement performance database to calibrate the performance prediction models for rigid pavements. In this study, factorial designs were generated as a subset of the national rigid pavement database for calibration of the MEPDG rigid pavement performance models. Three separate factorial designs were included for each rigid pavement performance model for (a) jointed plain concrete pavement (JPCP) transverse cracking, (b) JPCP faulting (doweled and undoweled), and (c) continuously reinforced concrete pavement punchouts. Experimental design variables for each model were selected to provide the broadest possible representation of key design, construction, and environmental features. The three performance models were then calibrated with the developed factorial matrices. The results were presented along with the calibration procedure. A validation of the calibrated models was then conducted with sites not included in the factorial matrices. An evaluation compared design slab thicknesses required to meet specified performance criteria determined with these and other previously established calibration coefficients. Finally, conclusions and recommendations based on the experiences gained conducting this study are provided.
    Materialart: Online-Ressource
    ISSN: 0361-1981 , 2169-4052
    Sprache: Englisch
    Verlag: SAGE Publications
    Publikationsdatum: 2015
    ZDB Id: 2403378-9
    Standort Signatur Einschränkungen Verfügbarkeit
    BibTip Andere fanden auch interessant ...
  • 3
    Online-Ressource
    Online-Ressource
    SAGE Publications ; 2015
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 2509, No. 1 ( 2015-01), p. 40-45
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 2509, No. 1 ( 2015-01), p. 40-45
    Kurzfassung: The freeze–thaw durability of carbonate aggregates can vary greatly, from durable to highly susceptible to freeze–thaw distress. Using nondurable aggregate in concrete pavement exposed to freeze–thaw cycles may lead to serious distress and greatly decrease the pavement's service life. The testing needed to identify freeze–thaw durable aggregates can take several months to complete. The main objective of this study was to develop a reliable, quick test method for determining the freeze–thaw resistance of carbonate aggregates quarried in Indiana by using the hydraulic fracture test (HFT) equipment. Aggregate samples collected from 18 quarried carbonate sources that represented a range of freeze–thaw performance were subjected to HFT with the modified Indiana Department of Transportation (Indiana DOT) HFT equipment. Aggregates from the same sources were also used to produce concrete beams that were subjected to the Indiana DOT-modified AASHTO T161-B freeze–thaw test. This test evaluated the dilation of beams exposed to freeze–thaw cycles. The experimental data were analyzed statistically, and a linear regression model was developed to predict the average percent dilation of freeze–thaw test beams using parameters obtained from HFT results. Comparing the predicted dilations to the measured dilations gave an adjusted R 2 value of .85 and indicated that the model has a high degree of certainty. The modified Indiana DOT HFT equipment, refined test procedures, and data analysis developed during this study are recommended as screening tools for predicting AASHTO T161–ASTM C666 test results in 8 days. However, further testing is necessary to refine and validate the model before it is fully implemented as an accepted standard.
    Materialart: Online-Ressource
    ISSN: 0361-1981 , 2169-4052
    Sprache: Englisch
    Verlag: SAGE Publications
    Publikationsdatum: 2015
    ZDB Id: 2403378-9
    Standort Signatur Einschränkungen Verfügbarkeit
    BibTip Andere fanden auch interessant ...
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