Allowable limits for Reclaimed Asphalt Pavement (RAP) content in hot mix asphalt using simple indicative tests
Abstract This study presents a framework to establish the allowable limits for Reclaimed Asphalt Pavement (RAP) content in Hot Mix Asphalt (HMA) based on indices derived from simple indicative tests on the RAP material. Such a framework can be adopted by the road agencies to develop allowable RAP co...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Guduru, Gurunath [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2023 |
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| Schlagwörter: |
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| Anmerkung: |
© The Author(s), under exclusive licence to RILEM 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
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| Übergeordnetes Werk: |
Enthalten in: Materials and structures - Cachan : RILEM Publications SARL, 1968, 56(2023), 2 vom: 04. Feb. |
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| Übergeordnetes Werk: |
volume:56 ; year:2023 ; number:2 ; day:04 ; month:02 |
| Links: |
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| DOI / URN: |
10.1617/s11527-023-02112-0 |
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| Katalog-ID: |
SPR049576437 |
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| 520 | |a Abstract This study presents a framework to establish the allowable limits for Reclaimed Asphalt Pavement (RAP) content in Hot Mix Asphalt (HMA) based on indices derived from simple indicative tests on the RAP material. Such a framework can be adopted by the road agencies to develop allowable RAP content limits for the typical mix types used by the respective agency. This will allow the practitioners to make informed decisions on the allowable RAP content for a given RAP source based on the indicative tests on the RAP material. Such an approach waives the need to recover the bitumen from the RAP and subsequent testing. To achieve the stated objective, the present study has taken forward the indices from the fragmentation and cohesion tests ($ S_{frag} $ and $ S_{air-voids} $) based on which the RAP classification (or category) limits were proposed. These classification limits were based on test results obtained on fourteen different RAP sources with varying characteristics. The framework is presented by establishing the RAP allowable limits to these RAP categories for Bituminous Concrete (BC), the most widely used surface course HMA used in India. The RAP allowable limits were established by balancing the performance characteristics of the BC with varying amounts of RAP for each RAP source. The allowable RAP content for each category was proposed for two different grades of fresh bitumen. It was found that allowable RAP content limits obtained for RAP sources in each category are nearly the same, thus validating the classification approach adopted in the study. | ||
| 650 | 4 | |a Reclaimed Asphalt Pavement |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a RAP characterization |7 (dpeaa)DE-He213 | |
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| 650 | 4 | |a Allowable RAP content |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Recycled HMA Design |7 (dpeaa)DE-He213 | |
| 700 | 1 | |a Kuna, Kranthi K. |0 (orcid)0000-0003-4651-1167 |4 aut | |
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10.1617/s11527-023-02112-0 doi (DE-627)SPR049576437 (SPR)s11527-023-02112-0-e DE-627 ger DE-627 rakwb eng Guduru, Gurunath verfasserin (orcid)0000-0001-8408-8043 aut Allowable limits for Reclaimed Asphalt Pavement (RAP) content in hot mix asphalt using simple indicative tests 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to RILEM 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract This study presents a framework to establish the allowable limits for Reclaimed Asphalt Pavement (RAP) content in Hot Mix Asphalt (HMA) based on indices derived from simple indicative tests on the RAP material. Such a framework can be adopted by the road agencies to develop allowable RAP content limits for the typical mix types used by the respective agency. This will allow the practitioners to make informed decisions on the allowable RAP content for a given RAP source based on the indicative tests on the RAP material. Such an approach waives the need to recover the bitumen from the RAP and subsequent testing. To achieve the stated objective, the present study has taken forward the indices from the fragmentation and cohesion tests ($ S_{frag} $ and $ S_{air-voids} $) based on which the RAP classification (or category) limits were proposed. These classification limits were based on test results obtained on fourteen different RAP sources with varying characteristics. The framework is presented by establishing the RAP allowable limits to these RAP categories for Bituminous Concrete (BC), the most widely used surface course HMA used in India. The RAP allowable limits were established by balancing the performance characteristics of the BC with varying amounts of RAP for each RAP source. The allowable RAP content for each category was proposed for two different grades of fresh bitumen. It was found that allowable RAP content limits obtained for RAP sources in each category are nearly the same, thus validating the classification approach adopted in the study. Reclaimed Asphalt Pavement (dpeaa)DE-He213 RAP characterization (dpeaa)DE-He213 Fragmentation test (dpeaa)DE-He213 Cohesion test (dpeaa)DE-He213 RAP classification (dpeaa)DE-He213 Allowable RAP content (dpeaa)DE-He213 Recycled HMA Design (dpeaa)DE-He213 Kuna, Kranthi K. (orcid)0000-0003-4651-1167 aut Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 56(2023), 2 vom: 04. Feb. (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:56 year:2023 number:2 day:04 month:02 https://dx.doi.org/10.1617/s11527-023-02112-0 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 56 2023 2 04 02 |
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10.1617/s11527-023-02112-0 doi (DE-627)SPR049576437 (SPR)s11527-023-02112-0-e DE-627 ger DE-627 rakwb eng Guduru, Gurunath verfasserin (orcid)0000-0001-8408-8043 aut Allowable limits for Reclaimed Asphalt Pavement (RAP) content in hot mix asphalt using simple indicative tests 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to RILEM 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract This study presents a framework to establish the allowable limits for Reclaimed Asphalt Pavement (RAP) content in Hot Mix Asphalt (HMA) based on indices derived from simple indicative tests on the RAP material. Such a framework can be adopted by the road agencies to develop allowable RAP content limits for the typical mix types used by the respective agency. This will allow the practitioners to make informed decisions on the allowable RAP content for a given RAP source based on the indicative tests on the RAP material. Such an approach waives the need to recover the bitumen from the RAP and subsequent testing. To achieve the stated objective, the present study has taken forward the indices from the fragmentation and cohesion tests ($ S_{frag} $ and $ S_{air-voids} $) based on which the RAP classification (or category) limits were proposed. These classification limits were based on test results obtained on fourteen different RAP sources with varying characteristics. The framework is presented by establishing the RAP allowable limits to these RAP categories for Bituminous Concrete (BC), the most widely used surface course HMA used in India. The RAP allowable limits were established by balancing the performance characteristics of the BC with varying amounts of RAP for each RAP source. The allowable RAP content for each category was proposed for two different grades of fresh bitumen. It was found that allowable RAP content limits obtained for RAP sources in each category are nearly the same, thus validating the classification approach adopted in the study. Reclaimed Asphalt Pavement (dpeaa)DE-He213 RAP characterization (dpeaa)DE-He213 Fragmentation test (dpeaa)DE-He213 Cohesion test (dpeaa)DE-He213 RAP classification (dpeaa)DE-He213 Allowable RAP content (dpeaa)DE-He213 Recycled HMA Design (dpeaa)DE-He213 Kuna, Kranthi K. (orcid)0000-0003-4651-1167 aut Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 56(2023), 2 vom: 04. Feb. (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:56 year:2023 number:2 day:04 month:02 https://dx.doi.org/10.1617/s11527-023-02112-0 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 56 2023 2 04 02 |
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10.1617/s11527-023-02112-0 doi (DE-627)SPR049576437 (SPR)s11527-023-02112-0-e DE-627 ger DE-627 rakwb eng Guduru, Gurunath verfasserin (orcid)0000-0001-8408-8043 aut Allowable limits for Reclaimed Asphalt Pavement (RAP) content in hot mix asphalt using simple indicative tests 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to RILEM 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract This study presents a framework to establish the allowable limits for Reclaimed Asphalt Pavement (RAP) content in Hot Mix Asphalt (HMA) based on indices derived from simple indicative tests on the RAP material. Such a framework can be adopted by the road agencies to develop allowable RAP content limits for the typical mix types used by the respective agency. This will allow the practitioners to make informed decisions on the allowable RAP content for a given RAP source based on the indicative tests on the RAP material. Such an approach waives the need to recover the bitumen from the RAP and subsequent testing. To achieve the stated objective, the present study has taken forward the indices from the fragmentation and cohesion tests ($ S_{frag} $ and $ S_{air-voids} $) based on which the RAP classification (or category) limits were proposed. These classification limits were based on test results obtained on fourteen different RAP sources with varying characteristics. The framework is presented by establishing the RAP allowable limits to these RAP categories for Bituminous Concrete (BC), the most widely used surface course HMA used in India. The RAP allowable limits were established by balancing the performance characteristics of the BC with varying amounts of RAP for each RAP source. The allowable RAP content for each category was proposed for two different grades of fresh bitumen. It was found that allowable RAP content limits obtained for RAP sources in each category are nearly the same, thus validating the classification approach adopted in the study. Reclaimed Asphalt Pavement (dpeaa)DE-He213 RAP characterization (dpeaa)DE-He213 Fragmentation test (dpeaa)DE-He213 Cohesion test (dpeaa)DE-He213 RAP classification (dpeaa)DE-He213 Allowable RAP content (dpeaa)DE-He213 Recycled HMA Design (dpeaa)DE-He213 Kuna, Kranthi K. (orcid)0000-0003-4651-1167 aut Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 56(2023), 2 vom: 04. Feb. (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:56 year:2023 number:2 day:04 month:02 https://dx.doi.org/10.1617/s11527-023-02112-0 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 56 2023 2 04 02 |
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10.1617/s11527-023-02112-0 doi (DE-627)SPR049576437 (SPR)s11527-023-02112-0-e DE-627 ger DE-627 rakwb eng Guduru, Gurunath verfasserin (orcid)0000-0001-8408-8043 aut Allowable limits for Reclaimed Asphalt Pavement (RAP) content in hot mix asphalt using simple indicative tests 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to RILEM 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract This study presents a framework to establish the allowable limits for Reclaimed Asphalt Pavement (RAP) content in Hot Mix Asphalt (HMA) based on indices derived from simple indicative tests on the RAP material. Such a framework can be adopted by the road agencies to develop allowable RAP content limits for the typical mix types used by the respective agency. This will allow the practitioners to make informed decisions on the allowable RAP content for a given RAP source based on the indicative tests on the RAP material. Such an approach waives the need to recover the bitumen from the RAP and subsequent testing. To achieve the stated objective, the present study has taken forward the indices from the fragmentation and cohesion tests ($ S_{frag} $ and $ S_{air-voids} $) based on which the RAP classification (or category) limits were proposed. These classification limits were based on test results obtained on fourteen different RAP sources with varying characteristics. The framework is presented by establishing the RAP allowable limits to these RAP categories for Bituminous Concrete (BC), the most widely used surface course HMA used in India. The RAP allowable limits were established by balancing the performance characteristics of the BC with varying amounts of RAP for each RAP source. The allowable RAP content for each category was proposed for two different grades of fresh bitumen. It was found that allowable RAP content limits obtained for RAP sources in each category are nearly the same, thus validating the classification approach adopted in the study. Reclaimed Asphalt Pavement (dpeaa)DE-He213 RAP characterization (dpeaa)DE-He213 Fragmentation test (dpeaa)DE-He213 Cohesion test (dpeaa)DE-He213 RAP classification (dpeaa)DE-He213 Allowable RAP content (dpeaa)DE-He213 Recycled HMA Design (dpeaa)DE-He213 Kuna, Kranthi K. (orcid)0000-0003-4651-1167 aut Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 56(2023), 2 vom: 04. Feb. (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:56 year:2023 number:2 day:04 month:02 https://dx.doi.org/10.1617/s11527-023-02112-0 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 56 2023 2 04 02 |
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10.1617/s11527-023-02112-0 doi (DE-627)SPR049576437 (SPR)s11527-023-02112-0-e DE-627 ger DE-627 rakwb eng Guduru, Gurunath verfasserin (orcid)0000-0001-8408-8043 aut Allowable limits for Reclaimed Asphalt Pavement (RAP) content in hot mix asphalt using simple indicative tests 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to RILEM 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract This study presents a framework to establish the allowable limits for Reclaimed Asphalt Pavement (RAP) content in Hot Mix Asphalt (HMA) based on indices derived from simple indicative tests on the RAP material. Such a framework can be adopted by the road agencies to develop allowable RAP content limits for the typical mix types used by the respective agency. This will allow the practitioners to make informed decisions on the allowable RAP content for a given RAP source based on the indicative tests on the RAP material. Such an approach waives the need to recover the bitumen from the RAP and subsequent testing. To achieve the stated objective, the present study has taken forward the indices from the fragmentation and cohesion tests ($ S_{frag} $ and $ S_{air-voids} $) based on which the RAP classification (or category) limits were proposed. These classification limits were based on test results obtained on fourteen different RAP sources with varying characteristics. The framework is presented by establishing the RAP allowable limits to these RAP categories for Bituminous Concrete (BC), the most widely used surface course HMA used in India. The RAP allowable limits were established by balancing the performance characteristics of the BC with varying amounts of RAP for each RAP source. The allowable RAP content for each category was proposed for two different grades of fresh bitumen. It was found that allowable RAP content limits obtained for RAP sources in each category are nearly the same, thus validating the classification approach adopted in the study. Reclaimed Asphalt Pavement (dpeaa)DE-He213 RAP characterization (dpeaa)DE-He213 Fragmentation test (dpeaa)DE-He213 Cohesion test (dpeaa)DE-He213 RAP classification (dpeaa)DE-He213 Allowable RAP content (dpeaa)DE-He213 Recycled HMA Design (dpeaa)DE-He213 Kuna, Kranthi K. (orcid)0000-0003-4651-1167 aut Enthalten in Materials and structures Cachan : RILEM Publications SARL, 1968 56(2023), 2 vom: 04. Feb. (DE-627)356252612 (DE-600)2091922-0 1871-6873 nnns volume:56 year:2023 number:2 day:04 month:02 https://dx.doi.org/10.1617/s11527-023-02112-0 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 56 2023 2 04 02 |
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Enthalten in Materials and structures 56(2023), 2 vom: 04. Feb. volume:56 year:2023 number:2 day:04 month:02 |
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Guduru, Gurunath @@aut@@ Kuna, Kranthi K. @@aut@@ |
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Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract This study presents a framework to establish the allowable limits for Reclaimed Asphalt Pavement (RAP) content in Hot Mix Asphalt (HMA) based on indices derived from simple indicative tests on the RAP material. Such a framework can be adopted by the road agencies to develop allowable RAP content limits for the typical mix types used by the respective agency. This will allow the practitioners to make informed decisions on the allowable RAP content for a given RAP source based on the indicative tests on the RAP material. Such an approach waives the need to recover the bitumen from the RAP and subsequent testing. To achieve the stated objective, the present study has taken forward the indices from the fragmentation and cohesion tests ($ S_{frag} $ and $ S_{air-voids} $) based on which the RAP classification (or category) limits were proposed. These classification limits were based on test results obtained on fourteen different RAP sources with varying characteristics. The framework is presented by establishing the RAP allowable limits to these RAP categories for Bituminous Concrete (BC), the most widely used surface course HMA used in India. The RAP allowable limits were established by balancing the performance characteristics of the BC with varying amounts of RAP for each RAP source. The allowable RAP content for each category was proposed for two different grades of fresh bitumen. 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Guduru, Gurunath |
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Guduru, Gurunath misc Reclaimed Asphalt Pavement misc RAP characterization misc Fragmentation test misc Cohesion test misc RAP classification misc Allowable RAP content misc Recycled HMA Design Allowable limits for Reclaimed Asphalt Pavement (RAP) content in hot mix asphalt using simple indicative tests |
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Allowable limits for Reclaimed Asphalt Pavement (RAP) content in hot mix asphalt using simple indicative tests Reclaimed Asphalt Pavement (dpeaa)DE-He213 RAP characterization (dpeaa)DE-He213 Fragmentation test (dpeaa)DE-He213 Cohesion test (dpeaa)DE-He213 RAP classification (dpeaa)DE-He213 Allowable RAP content (dpeaa)DE-He213 Recycled HMA Design (dpeaa)DE-He213 |
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allowable limits for reclaimed asphalt pavement (rap) content in hot mix asphalt using simple indicative tests |
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Allowable limits for Reclaimed Asphalt Pavement (RAP) content in hot mix asphalt using simple indicative tests |
| abstract |
Abstract This study presents a framework to establish the allowable limits for Reclaimed Asphalt Pavement (RAP) content in Hot Mix Asphalt (HMA) based on indices derived from simple indicative tests on the RAP material. Such a framework can be adopted by the road agencies to develop allowable RAP content limits for the typical mix types used by the respective agency. This will allow the practitioners to make informed decisions on the allowable RAP content for a given RAP source based on the indicative tests on the RAP material. Such an approach waives the need to recover the bitumen from the RAP and subsequent testing. To achieve the stated objective, the present study has taken forward the indices from the fragmentation and cohesion tests ($ S_{frag} $ and $ S_{air-voids} $) based on which the RAP classification (or category) limits were proposed. These classification limits were based on test results obtained on fourteen different RAP sources with varying characteristics. The framework is presented by establishing the RAP allowable limits to these RAP categories for Bituminous Concrete (BC), the most widely used surface course HMA used in India. The RAP allowable limits were established by balancing the performance characteristics of the BC with varying amounts of RAP for each RAP source. The allowable RAP content for each category was proposed for two different grades of fresh bitumen. It was found that allowable RAP content limits obtained for RAP sources in each category are nearly the same, thus validating the classification approach adopted in the study. © The Author(s), under exclusive licence to RILEM 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
| abstractGer |
Abstract This study presents a framework to establish the allowable limits for Reclaimed Asphalt Pavement (RAP) content in Hot Mix Asphalt (HMA) based on indices derived from simple indicative tests on the RAP material. Such a framework can be adopted by the road agencies to develop allowable RAP content limits for the typical mix types used by the respective agency. This will allow the practitioners to make informed decisions on the allowable RAP content for a given RAP source based on the indicative tests on the RAP material. Such an approach waives the need to recover the bitumen from the RAP and subsequent testing. To achieve the stated objective, the present study has taken forward the indices from the fragmentation and cohesion tests ($ S_{frag} $ and $ S_{air-voids} $) based on which the RAP classification (or category) limits were proposed. These classification limits were based on test results obtained on fourteen different RAP sources with varying characteristics. The framework is presented by establishing the RAP allowable limits to these RAP categories for Bituminous Concrete (BC), the most widely used surface course HMA used in India. The RAP allowable limits were established by balancing the performance characteristics of the BC with varying amounts of RAP for each RAP source. The allowable RAP content for each category was proposed for two different grades of fresh bitumen. It was found that allowable RAP content limits obtained for RAP sources in each category are nearly the same, thus validating the classification approach adopted in the study. © The Author(s), under exclusive licence to RILEM 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
| abstract_unstemmed |
Abstract This study presents a framework to establish the allowable limits for Reclaimed Asphalt Pavement (RAP) content in Hot Mix Asphalt (HMA) based on indices derived from simple indicative tests on the RAP material. Such a framework can be adopted by the road agencies to develop allowable RAP content limits for the typical mix types used by the respective agency. This will allow the practitioners to make informed decisions on the allowable RAP content for a given RAP source based on the indicative tests on the RAP material. Such an approach waives the need to recover the bitumen from the RAP and subsequent testing. To achieve the stated objective, the present study has taken forward the indices from the fragmentation and cohesion tests ($ S_{frag} $ and $ S_{air-voids} $) based on which the RAP classification (or category) limits were proposed. These classification limits were based on test results obtained on fourteen different RAP sources with varying characteristics. The framework is presented by establishing the RAP allowable limits to these RAP categories for Bituminous Concrete (BC), the most widely used surface course HMA used in India. The RAP allowable limits were established by balancing the performance characteristics of the BC with varying amounts of RAP for each RAP source. The allowable RAP content for each category was proposed for two different grades of fresh bitumen. It was found that allowable RAP content limits obtained for RAP sources in each category are nearly the same, thus validating the classification approach adopted in the study. © The Author(s), under exclusive licence to RILEM 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
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| title_short |
Allowable limits for Reclaimed Asphalt Pavement (RAP) content in hot mix asphalt using simple indicative tests |
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https://dx.doi.org/10.1617/s11527-023-02112-0 |
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Kuna, Kranthi K. |
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10.1617/s11527-023-02112-0 |
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| score |
7.3987007 |