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  • 1
    Online Resource
    Online Resource
    American Society of Civil Engineers (ASCE) ; 2011
    In:  Journal of Materials in Civil Engineering Vol. 23, No. 2 ( 2011-02), p. 161-168
    In: Journal of Materials in Civil Engineering, American Society of Civil Engineers (ASCE), Vol. 23, No. 2 ( 2011-02), p. 161-168
    Type of Medium: Online Resource
    ISSN: 0899-1561 , 1943-5533
    Language: English
    Publisher: American Society of Civil Engineers (ASCE)
    Publication Date: 2011
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  • 2
    Online Resource
    Online Resource
    Informa UK Limited ; 2003
    In:  International Journal of Pavement Engineering Vol. 4, No. 1 ( 2003-03), p. 25-36
    In: International Journal of Pavement Engineering, Informa UK Limited, Vol. 4, No. 1 ( 2003-03), p. 25-36
    Type of Medium: Online Resource
    ISSN: 1029-8436 , 1477-268X
    Language: English
    Publisher: Informa UK Limited
    Publication Date: 2003
    detail.hit.zdb_id: 2135763-8
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  • 3
    Online Resource
    Online Resource
    SAGE Publications ; 1998
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 1643, No. 1 ( 1998-01), p. 86-94
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 1643, No. 1 ( 1998-01), p. 86-94
    Abstract: According to the Superpave design system, the selection of asphalt binder using performance-based binder specifications depends in part on the expected high and low pavement temperatures. For low-temperature cracking considerations, the binder should satisfy minimum pavement temperature requirements selected for design. In this case, knowledge of minimum pavement temperature during the design period is essential for proper binder selection. In this study, field temperature data for a number of sites were collected and analyzed. Correlations between minimum air and pavement temperature were established for different Alaskan climatic zones. Results indicate that the minimum pavement temperature could be lower or higher than minimum air temperature. However, for low temperature ranges the pavement temperature is generally warmer than air temperature by 2 to 7° C, depending on climate zone. Comparisons of minimum pavement temperature for Alaskan conditions with Superpave and the Asphalt Institute criteria for selecting minimum pavement design temperature were made. Results show that the criteria are not appropriate for Alaskan pavements. The Superpave prediction is conservative whereas the Asphalt Institute’s prediction model is unconservative. In addition, contour maps corresponding to 50 percent and 98 percent reliability were developed for minimum air and pavement temperatures. The temperature correlations and contour maps provide a simple tool for design engineers to estimate minimum design pavement temperature for selecting appropriate binder specifications.
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 1998
    detail.hit.zdb_id: 2403378-9
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  • 4
    Online Resource
    Online Resource
    SAGE Publications ; 2011
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 2232, No. 1 ( 2011-01), p. 44-54
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 2232, No. 1 ( 2011-01), p. 44-54
    Abstract: The resilient modulus (M R ) of base course material is an important material input for pavement design. Although extensive research efforts have been directed toward M R characterization and modeling, less effort has been spent on factors important for cold-region pavements. Most M R values of granular base materials available in the database of the Alaska flexible pavement design software were obtained from in-service roadways through nondestructive testing and backcalculation. The predictive models provided in the current Mechanistic–Empirical Pavement Design Guide cannot be confidently applied to Alaska materials because of the peculiar conditions for material properties and climatic differences. Hence, a systematic study was carried out to investigate the resilient behavior of granular base materials obtained from all three regions in Alaska, as presented in this paper. Effects of temperature, freeze–thaw cycle, and moisture and fines contents on the M R of Alaska base materials were experimentally evaluated, from which equations for M R prediction were developed and compared with those based on the Long-Term Pavement Performance data.
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2011
    detail.hit.zdb_id: 2403378-9
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  • 5
    Online Resource
    Online Resource
    American Society of Civil Engineers (ASCE) ; 2002
    In:  Journal of Cold Regions Engineering Vol. 16, No. 4 ( 2002-12), p. 170-190
    In: Journal of Cold Regions Engineering, American Society of Civil Engineers (ASCE), Vol. 16, No. 4 ( 2002-12), p. 170-190
    Type of Medium: Online Resource
    ISSN: 0887-381X , 1943-5495
    Language: English
    Publisher: American Society of Civil Engineers (ASCE)
    Publication Date: 2002
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  • 6
    Online Resource
    Online Resource
    SAGE Publications ; 1998
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 1639, No. 1 ( 1998-01), p. 73-82
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 1639, No. 1 ( 1998-01), p. 73-82
    Abstract: Over the last 18 years, a number of rubberized pavement projects have been built in Alaska. Initial laboratory and field investigations sponsored by the Alaska Department of Transportation and Public Facilities (AKDOT & PF) and conducted by Raad et al. indicated improved fatigue performance of the rubberized sections in comparison with conventional asphalt concrete pavements. The results of a follow-up investigation to develop design equations for rubberized pavements in Alaska are presented. Laboratory studies were conducted on field specimens using the flexural fatigue test in the controlled-displacement mode. Specifically, the rubberized mixes included asphalt-rubber concrete with AC-2.5 (wet-process) and PlusRide RUMAC with AC-5. Tests were performed for a range of temperatures varying between 22°C and –29°C. Fatigue relationships were developed in terms of repeated flexure strain, dynamic flexure stiffness of the mix, and repetitions to failure. Relationships for the dynamic flexure stiffness as a function of temperature were also developed. Dissipated energy associated with repeated flexure stress and strain was determined and used to assess the damage behavior of conventional and rubberized mixes. The proposed fatigue equations were used to compare the behavior of the rubberized mixes with conventional AC-5 mixes at 20°C and 0°C. Results of the analysis show that at 20°C, asphalt-rubber and AC-5 mixes exhibit essentially similar fatigue resistance, whereas PlusRide has the least fatigue life. However, at 0°C, the fatigue resistance of PlusRide and asphalt-rubber exceeds that of the conventional AC-5 mix. The fatigue equations were also used to compare the fatigue life of conventional and rubberized pavements for different surface layer temperatures and foundation support conditions.
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 1998
    detail.hit.zdb_id: 2403378-9
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  • 7
    Online Resource
    Online Resource
    SAGE Publications ; 1998
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 1615, No. 1 ( 1998-01), p. 32-40
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 1615, No. 1 ( 1998-01), p. 32-40
    Abstract: The loss of pavement strength during spring thaw could result in excessive road damage under applied traffic loads. Damage assessment associated with the critical thaw period is essential to evaluate current load restriction policies. The Alaska Department of Transportation and Public Facilities proposed a plan that will provide an engineering analysis of field conditions with 100-percent loads on the Parks Highway for 1996. Extensive data were collected and analyzed in an effort to monitor pavement damage during the spring of 1996 and to determine loss of pavement strength. Field data included truck traffic data from scalehouse and weigh-in-motion (WIM) stations, pavement temperature data, profilometer data for roughness and rutting, and falling weight deflectometer data. Analyses were performed to compare WIM and scalehouse traffic data and to determine the fraction of overweight axle-loads and corresponding pavement damage during spring thaw. Northbound and southbound truck traffic and its effect on pavement damage were considered. Ground temperature measurements were analyzed to determine when thaw initiates and how long seasonal load restrictions are required. In addition, comparisons of remaining life with and without load restrictions using mechanistic methods were conducted.
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 1998
    detail.hit.zdb_id: 2403378-9
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  • 8
    Online Resource
    Online Resource
    SAGE Publications ; 1997
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 1583, No. 1 ( 1997-01), p. 52-61
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 1583, No. 1 ( 1997-01), p. 52-61
    Abstract: A study was conducted to compare the fatigue, thermal cracking, and permanent deformation resistance of several Alaskan crumb rubber–modified (CRM) asphalt mixtures with that of conventional mixes. Alaska Department of Transportation and Public Facilities–designated sites in Fairbanks and Anchorage were sampled to conduct flexural beam fatigue tests, thermal stress restrained specimen tests (TSRSTs) and Georgia loaded wheel tests (GLWTs) on both rubberized and conventional mixes. Condition surveys were also conducted at the sampled sites to assess the field performance of these mixes in terms of fatigue, rutting, and low-temperature cracking. Fatigue testing results combined with multilayer elastic analyses for typical Alaskan conditions indicated an enhanced fatigue resistance for the CRM mixes when compared with conventional mixes. However, field performance observations at both conventional and CRM sections indicated no signs of fatigue distress, suggesting similar field performance for both types of mixes. TSRST results indicated an improved thermal cracking resistance for the CRM mixes, especially when the wet process was used. These results were consistent with observed field thermal cracking performance. At a given site, the section with the largest transverse crack spacing had the mix with the coldest TSRST fracture temperature. Conventional mixes outperformed CRM mixes in resisting permanent deformation, in both the lab and the field. GLWT results indicated that CRM mixes deform more and at a faster rate than conventional mixes. This may be due to the dense-graded aggregate used in some of the highly modified CRM mixes, where aggregate-to-aggregate contact and interlock were absent.
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 1997
    detail.hit.zdb_id: 2403378-9
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  • 9
    Online Resource
    Online Resource
    SAGE Publications ; 1998
    In:  Transportation Research Record: Journal of the Transportation Research Board Vol. 1629, No. 1 ( 1998-01), p. 117-126
    In: Transportation Research Record: Journal of the Transportation Research Board, SAGE Publications, Vol. 1629, No. 1 ( 1998-01), p. 117-126
    Abstract: Low-temperature cracking is a major distress mode in Alaskan pavements because of the extreme temperature conditions—which range, in some instances, from about −50°C in winter to more than 40°C in summer. The use of asphalt modifiers in Alaskan pavements occurred over the past 15 years. These modifiers include Styrene-Butadiene-Styrene polymers, Styrene-Butadiene-Rubber polymers, ULTRAPAVE, and CRM [both the dry process (PlusRide) and the wet process]. Field observations and laboratory studies in Alaska and elsewhere indicate that the use of these modifiers would improve the low-temperature cracking resistance of pavements. The degree to which these modifiers provide beneficial effects for Alaskan pavements needs to be evaluated. The objectives of this research were (1) To characterize asphalt and polymer modified asphalt from a number of selected sites using Superpave PG grading system and to conduct thermal stress restrained specimen tests (TSRST) and Superpave IDT laboratory tests on field specimens; (2) To compare low-temperature cracking performance using field surveys; (3) To verify the applicability of the Superpave thermal cracking model (TCMODEL) and other available models for predicting low temperature cracking; and (4) To recommend guidelines for predicting minimum pavement temperatures in Alaska. Results of this study indicate, in general, significant improvement in low-temperature cracking resistance when polymer modifiers are used. Comparisons between predicted and observed low-temperature cracking using available crack propagation models, including Superpave TCMODEL, were poor. An improved regression model was developed using minimum air temperature, TSRST fracture temperature and strength, and pavement age to fit the observed field data for both conventional and polymer modified sections.
    Type of Medium: Online Resource
    ISSN: 0361-1981 , 2169-4052
    Language: English
    Publisher: SAGE Publications
    Publication Date: 1998
    detail.hit.zdb_id: 2403378-9
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  • 10
    Online Resource
    Online Resource
    American Society of Civil Engineers (ASCE) ; 2011
    In:  Journal of Materials in Civil Engineering Vol. 23, No. 11 ( 2011-11), p. 1498-1505
    In: Journal of Materials in Civil Engineering, American Society of Civil Engineers (ASCE), Vol. 23, No. 11 ( 2011-11), p. 1498-1505
    Type of Medium: Online Resource
    ISSN: 0899-1561 , 1943-5533
    Language: English
    Publisher: American Society of Civil Engineers (ASCE)
    Publication Date: 2011
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