Estimating In Situ Optimum Bitumen Content of Dense Bituminous Macadam: An Alternative Approach
Optimum bitumen content (OBC) in dense bituminous macadam (DBM) in India is determined using Marshall mix design method, which simulates the field condition in laboratory. It is a cumbersome, temperature-controlled laboratory process varies widely from the actual field condition. To overcome this mi...
Saved in:
Published in | Journal of the Institution of Engineers (India). Series A, Civil, architectural, environmental and agricultural Engineering Vol. 99; no. 4; pp. 653 - 659 |
---|---|
Main Authors | , , |
Format | Journal Article |
Language | English |
Published |
New Delhi
Springer India
01.12.2018
Springer Nature B.V |
Subjects | |
Online Access | Get full text |
Cover
Loading…
Abstract | Optimum bitumen content (OBC) in dense bituminous macadam (DBM) in India is determined using Marshall mix design method, which simulates the field condition in laboratory. It is a cumbersome, temperature-controlled laboratory process varies widely from the actual field condition. To overcome this mismatch, an easy empirical method is attempted for calculating in situ OBC in DBM. In the process, the OBC is calculated as a function of physical properties of the materials used in DBM for bitumen viscosity grade-30 (VG-30) and compared with the actual bitumen consumptions in the field samples obtained through bitumen extraction test. The laboratory DBM specimens prepared based on each field sample gradation using OBC calculated by empirical method are tested for Marshall properties for field acceptability. The analysis of forty-field samples concluded that the OBC calculated by empirical method can be comparable with actual consumption with a negligible average variation of 0.03554%, ascertaining the use of alternative method as an in situ model of calculating OBC for DBM. |
---|---|
AbstractList | Optimum bitumen content (OBC) in dense bituminous macadam (DBM) in India is determined using Marshall mix design method, which simulates the field condition in laboratory. It is a cumbersome, temperature-controlled laboratory process varies widely from the actual field condition. To overcome this mismatch, an easy empirical method is attempted for calculating in situ OBC in DBM. In the process, the OBC is calculated as a function of physical properties of the materials used in DBM for bitumen viscosity grade-30 (VG-30) and compared with the actual bitumen consumptions in the field samples obtained through bitumen extraction test. The laboratory DBM specimens prepared based on each field sample gradation using OBC calculated by empirical method are tested for Marshall properties for field acceptability. The analysis of forty-field samples concluded that the OBC calculated by empirical method can be comparable with actual consumption with a negligible average variation of 0.03554%, ascertaining the use of alternative method as an in situ model of calculating OBC for DBM. |
Author | Panda, Rama Prasad Das, Sudhanshu Sekhar Sahoo, Pradeep Kumar |
Author_xml | – sequence: 1 givenname: Rama Prasad surname: Panda fullname: Panda, Rama Prasad organization: SOA University Khandagiri Square – sequence: 2 givenname: Sudhanshu Sekhar surname: Das fullname: Das, Sudhanshu Sekhar email: ssdas_ce@vssut.ac.in organization: Department of Civil Engineering, VSS University of Technology – sequence: 3 givenname: Pradeep Kumar surname: Sahoo fullname: Sahoo, Pradeep Kumar organization: SOA University Khandagiri Square |
BookMark | eNp1UMtOwzAQtFCRKKUfwM0S58B67by4hVKgUlEPwNly0k1J1TghTpD4e1wFwYnTvmZmd-ecTWxjibFLAdcCIL5xCkBCACIJQCIG8QmbIoYQoAjjyW-u0jM2d24PAL4AVDhleun6qjZ9ZXd8ZflL1Q980_rWUPM7X9Rk-aKxPdmeNyW_J-toHFS2GRx_NoXZmvqWZ5Znh54667U-iWdt2zWmeL9gp6U5OJr_xBl7e1i-Lp6C9eZxtcjWQYFSxEGUlIXCLag83KKUKiwiSEJJRBBSnpMqw9KEuYpIRiI1ykjCAtMkTwXmZHI5Y1ejrl_7MZDr9b4Z_DEHp1FglCrENPUoMaKKrnGuo1K3nf---9IC9NFKPVqpvZX6aKWOPQdHjvNYu6PuT_l_0jendnd5 |
CitedBy_id | crossref_primary_10_1016_j_matpr_2022_04_759 crossref_primary_10_1016_j_jtte_2019_02_003 crossref_primary_10_1680_jcoma_23_00039 |
Cites_doi | 10.1007/s40030-018-0282-y 10.5703/1288284313927 10.5539/mas.v5n4p166 |
ContentType | Journal Article |
Copyright | The Institution of Engineers (India) 2018 Copyright Springer Science & Business Media 2018 |
Copyright_xml | – notice: The Institution of Engineers (India) 2018 – notice: Copyright Springer Science & Business Media 2018 |
DBID | AAYXX CITATION |
DOI | 10.1007/s40030-018-0322-7 |
DatabaseName | CrossRef |
DatabaseTitle | CrossRef |
DatabaseTitleList | |
DeliveryMethod | fulltext_linktorsrc |
Discipline | Engineering |
EISSN | 2250-2157 |
EndPage | 659 |
ExternalDocumentID | 10_1007_s40030_018_0322_7 |
GroupedDBID | -EM 06D 0R~ 203 29~ 30V 4.4 406 408 96X AAAVM AAFGU AAHNG AAIAL AAJKR AANZL AARHV AARTL AATNV AATVU AAUYE AAWCG AAYFA AAYIU AAYQN AAYTO AAZMS ABDZT ABECU ABFGW ABFTV ABJNI ABJOX ABKAS ABKCH ABMQK ABQBU ABTEG ABTHY ABTKH ABTMW ABXPI ACBMV ACBRV ACBYP ACCUX ACGFS ACHSB ACIGE ACIPQ ACIWK ACKNC ACMLO ACOKC ACTTH ACVWB ACWMK ADHHG ADHIR ADINQ ADKNI ADKPE ADMDM ADOXG ADRFC ADTPH ADURQ ADYFF ADZKW AEBTG AEFTE AEGNC AEJHL AEJRE AEOHA AEPYU AESKC AESTI AETCA AEVLU AEVTX AEXYK AFLOW AFNRJ AFQWF AFWTZ AFZKB AGAYW AGDGC AGGBP AGMZJ AGQMX AGWZB AGYKE AHAVH AHBYD AHKAY AHSBF AIAKS AIIXL AILAN AIMYW AITGF AJBLW AJDOV AJRNO AJZVZ AKLTO AKQUC ALFXC ALMA_UNASSIGNED_HOLDINGS AMKLP AMXSW AMYLF AMYQR ANMIH AUKKA AXYYD AYJHY BGNMA CSCUP DNIVK DPUIP EBLON EBS EIOEI EJD ESBYG FERAY FIGPU FINBP FNLPD FRRFC FSGXE FYJPI GGCAI GGRSB GJIRD GQ6 GQ7 HMJXF HRMNR HZ~ I0C IKXTQ IWAJR IXD J-C JBSCW JZLTJ KOV LLZTM M4Y NPVJJ NQJWS NU0 O9- O93 O9G O9J PT4 RIG RLLFE RSV SEG SHX SISQX SNE SNPRN SNX SOHCF SOJ SPISZ SRMVM SSLCW STPWE TSG UG4 UOJIU UTJUX UZXMN VFIZW W48 Z7Z ZMTXR ~A9 AACDK AAJBT AASML AAYXX ABAKF ACAOD ACDTI ACZOJ AEFQL AEMSY AFBBN AGQEE AGRTI AIGIU CITATION HG6 ROL SJYHP |
ID | FETCH-LOGICAL-c2317-68fc42d04b5d23345c60853eee05ebbe4f5fa5b46e3619a4a3e2c298b912beab3 |
IEDL.DBID | AGYKE |
ISSN | 2250-2149 |
IngestDate | Thu Oct 10 19:50:08 EDT 2024 Thu Sep 12 20:00:30 EDT 2024 Sat Dec 16 12:03:02 EST 2023 |
IsPeerReviewed | true |
IsScholarly | true |
Issue | 4 |
Keywords | Alternative empirical method Optimum bitumen content Dense bituminous macadam Marshall properties |
Language | English |
LinkModel | DirectLink |
MergedId | FETCHMERGED-LOGICAL-c2317-68fc42d04b5d23345c60853eee05ebbe4f5fa5b46e3619a4a3e2c298b912beab3 |
PQID | 2126942299 |
PQPubID | 2043888 |
PageCount | 7 |
ParticipantIDs | proquest_journals_2126942299 crossref_primary_10_1007_s40030_018_0322_7 springer_journals_10_1007_s40030_018_0322_7 |
PublicationCentury | 2000 |
PublicationDate | 2018-12-01 |
PublicationDateYYYYMMDD | 2018-12-01 |
PublicationDate_xml | – month: 12 year: 2018 text: 2018-12-01 day: 01 |
PublicationDecade | 2010 |
PublicationPlace | New Delhi |
PublicationPlace_xml | – name: New Delhi – name: Dordrecht |
PublicationSubtitle | Civil, Architectural, Environmental and Agricultural Engineering |
PublicationTitle | Journal of the Institution of Engineers (India). Series A, Civil, architectural, environmental and agricultural Engineering |
PublicationTitleAbbrev | J. Inst. Eng. India Ser. A |
PublicationYear | 2018 |
Publisher | Springer India Springer Nature B.V |
Publisher_xml | – name: Springer India – name: Springer Nature B.V |
References | A.R. Tarrer, A. Wagh, The effect of physical and chemical characteristics of the aggregate on bonding, strategic highway research program, SHRP-A/UWP-91-510, National Research Council, Washington, United States, 1991 Indian Road Congress, Specification for Road & Bridges Works (Fifth Revision). Ministry of Road Transport & Highways, Government of India, New Delhi, India, 2013 Strategic Highway Research Program, The Superpave Mix Design System Manual of Specification, Test Methods and Practices, SHRP-A-379, National Research Council, Washington, United states, 1994 D.F. Martinez, G. Nasr, E. El-Dahdah, Development of an analytical model to predict volumetric properties, ATSER Systems, Houston, Texas, Montana Department of Transportation and the US Department of Transportation, Federal Highway Administration, 1997 PandaRPDasSSSahooPKRelation between bitumen content and percentage air voids in semi dense bituminous concreteJ. Inst. Eng. India Ser. A201899232733210.1007/s40030-018-0282-y Indian Road Congress, Standard Data Book for Analysis of Rates (First Revision). Ministry of Road Transport & Highways, Government of India, New Delhi, India, 2003 BruceACEuguneLSJrBenitaLCSamanthaSDavidENThe Effects of Voids in Mineral Aggregate (VMA) on Hot Mix Asphalt Pavements2000IrelandMinnesota Department of Transportation Research Services HamzahMOPuziMAAAzizliKAMProperties of geometrically cubical aggregates and its mixture designInt. J. Res. Rev. Appl. Sci.201033249256 Mix Design Methods for Asphalt Concrete and Other Hot Mix Types, The Asphalt Institute, MS-2, 6th ed., Lexington, KY, USA, 1993 P.S. Kandhal, M.A. Khatri, Relating asphalt absorption to properties of asphalt cement and aggregates. NCAT Report 92-02, National Centre for Asphalt Technology, AUBURN University, Transport Research Board, Washington, United States NaiduGPAdiseshuPInfluence of coarse aggregate shape factor on bituminous mixturesInt. J. Eng. Res. Appl.20131420132014 A. Kumar, Effects of film thickness, voids and permeability on asphalt hardening in asphalt mixtures, Technical Reports, through Joint Transportation Research Program, Purdue University, Indiana, United States, 1976 HmoudHREvaluation of VMA and film thickness requirements in hot mix asphaltMod. Appl. Sci.20115416617610.5539/mas.v5n4p166 S.K. Rao, J.K. Das, P. Roychowdhury, Asphalt mix design-refusal density approach for heavily trafficked roads. Paper No. 530, Journal of the Indian Road Congress, 2007; p. 53–64 JoshiDBPatelAKOptimum bitumen content by marshal mix design for DBMJ. Inf. Knowl. Res. Civ. Eng.201322104108 RILEM Report 17, Bituminous binders and mixes. Editor: L. Francken, E & FN Spoon, London, 1998 SridharRKamarajCBoseSNandaPKSinghMEffect of gradation and compaction effort on the properties of dense bituminous macadam mixesJ. Sci. Ind. Res.2007665659 NitinprasadRNagakumarMSPerformance evaluation of dense bituminous macadam mix—a refusal density approachInt. J. Res. Eng. Technol.20132013205210 PandaRPDasSSSahooPKAn empirical method for estimating the surface area of aggregate in hot mix asphaltJ. Traffic Transp. Eng.201632127136 R Nitinprasad (322_CR16) 2013; 2013 322_CR19 322_CR3 322_CR4 322_CR5 322_CR6 322_CR1 322_CR2 HR Hmoud (322_CR9) 2011; 5 RP Panda (322_CR18) 2016; 3 R Sridhar (322_CR13) 2007; 66 DB Joshi (322_CR15) 2013; 2 RP Panda (322_CR17) 2018; 99 AC Bruce (322_CR7) 2000 322_CR11 322_CR12 MO Hamzah (322_CR8) 2010; 3 322_CR14 GP Naidu (322_CR10) 2013; 1 |
References_xml | – ident: 322_CR2 – volume: 3 start-page: 127 issue: 2 year: 2016 ident: 322_CR18 publication-title: J. Traffic Transp. Eng. contributor: fullname: RP Panda – ident: 322_CR1 – ident: 322_CR3 – ident: 322_CR4 – ident: 322_CR11 – volume: 66 start-page: 56 year: 2007 ident: 322_CR13 publication-title: J. Sci. Ind. Res. contributor: fullname: R Sridhar – volume: 2013 start-page: 205 year: 2013 ident: 322_CR16 publication-title: Int. J. Res. Eng. Technol. contributor: fullname: R Nitinprasad – volume: 1 start-page: 2013 issue: 4 year: 2013 ident: 322_CR10 publication-title: Int. J. Eng. Res. Appl. contributor: fullname: GP Naidu – volume: 99 start-page: 327 issue: 2 year: 2018 ident: 322_CR17 publication-title: J. Inst. Eng. India Ser. A doi: 10.1007/s40030-018-0282-y contributor: fullname: RP Panda – ident: 322_CR12 – ident: 322_CR19 – ident: 322_CR5 doi: 10.5703/1288284313927 – volume: 5 start-page: 166 issue: 4 year: 2011 ident: 322_CR9 publication-title: Mod. Appl. Sci. doi: 10.5539/mas.v5n4p166 contributor: fullname: HR Hmoud – ident: 322_CR14 – volume: 2 start-page: 104 issue: 2 year: 2013 ident: 322_CR15 publication-title: J. Inf. Knowl. Res. Civ. Eng. contributor: fullname: DB Joshi – ident: 322_CR6 – volume: 3 start-page: 249 issue: 3 year: 2010 ident: 322_CR8 publication-title: Int. J. Res. Rev. Appl. Sci. contributor: fullname: MO Hamzah – volume-title: The Effects of Voids in Mineral Aggregate (VMA) on Hot Mix Asphalt Pavements year: 2000 ident: 322_CR7 contributor: fullname: AC Bruce |
SSID | ssj0002140242 |
Score | 2.1131167 |
Snippet | Optimum bitumen content (OBC) in dense bituminous macadam (DBM) in India is determined using Marshall mix design method, which simulates the field condition in... |
SourceID | proquest crossref springer |
SourceType | Aggregation Database Publisher |
StartPage | 653 |
SubjectTerms | Bitumens Civil Engineering Computer simulation Empirical analysis Engineering Laboratories Original Contribution Physical properties |
Title | Estimating In Situ Optimum Bitumen Content of Dense Bituminous Macadam: An Alternative Approach |
URI | https://link.springer.com/article/10.1007/s40030-018-0322-7 https://www.proquest.com/docview/2126942299 |
Volume | 99 |
hasFullText | 1 |
inHoldings | 1 |
isFullTextHit | |
isPrint | |
link | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwlV07T8MwED5BWWDgjSgveWACpaKO8yhbgJaXCgNUgimynTNCUIMgZeDXc06TlufAeLFlKXdn38N3nwG2fRGGpihqVwF6QhjpqTjTnpaa3BNpsmaBW9C9CE964uwmuJkAPkpd2IdGdSNZHNSjXjfh9JEiX9cRRgFUNAlTgcP7qsFUcnx7Ps6s0EdneNyrcmTfPSJb1XXmb-t8NUhjL_PbxWhhbzpzwx7A1wKm0JWZPDQGuWro958gjv_4lXmYLd1Plgz1ZQEm0C7CzCdQwiVI27TrnR9r79ipZVf3-YBd0sHSH_TZARF9tKzAtLI5ezLsiOJgHA7cO7hX1pVaZrK_zxLLkscy3_iGLCnRy5eh12lfH5545TMMnibnL_LC2GjBsz2hgoz7vgh0SML1EXEvQKVQmMDIQIkQfYrGpJA-cs1bsWo1uUKp_BWo2SeLq8CEMSqOhY4UR6GJCH0dax4bVFFTR3EddipZpM9DtI10hKtccC0lrqWOa2lUh41KWmm58V5TssRhS3AysnXYrbg_Hv5zsbV_zV6Hae7EV5S1bEAtfxngJjknudoqtfED3YraVA |
link.rule.ids | 315,786,790,27955,27956,41114,42183,52144 |
linkProvider | Springer Nature |
linkToHtml | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwlV1LT8MwDLZgHIADb8R45sAJVLSl6WPcCgwGbHBgk8YpSlIHIVhB0HHg1-N2LQMEB45Wqii1ndiO7S8Au67wfZsXtWsPHSGscnQYG8coQ-6JsnE9xy3oXPmtnrjoe_2ij_u1rHYvU5L5Sf3Z7CYyhaTQN2sJowgqmIQpkRn4CkxFZ7eX46sVTkEDz5_NIWWtOUQ2ynzmb_N8t0hjN_NHZjQ3OKfz0C2XOqozeTgYpvrAvP9AcfznvyzAXOGAsmikMYswgckSzH6BJVwG2aR9n3myyR07T9jNfTpk13S0DIYDdkTEABOWo1olKXuy7IQiYRwN3GeAr6yjjIrV4JBFCYseixvHN2RRgV--Ar3TZve45RQPMTiG3L_A8UNrBI9rQnsxd13hGZ_E6yJizUOtUVjPKk8LH12Kx5RQLnLDG6Fu1LlGpd1VqCRPCa4BE9bqMBQm0ByFIcJ3TWh4aFEHdROEVdgrhSGfR3gb8hNZOeeaJK7JjGsyqMJmKS5ZbL1XSbbYbwhOZrYK-yX3x8N_Trb-r693YLrV7bRl-_zqcgNmeCbKvMhlEyrpyxC3yFVJ9Xahmh_JHd4o |
linkToPdf | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwpV1LTxwxDLboIqFy4NVWLK_mwKloYDfjeSy34bG8ClRqkegpTTIOQrADglkO_Ho8LxZQe6g4WhllZmIntmP7M8Cqj2HoyqR2E5CH6LRn4tR6Vls2T7RLuyVuwfFJuH-Gh-fBed3n9L7Jdm9CklVNQ4HSlOUbt6nbeC58w0I42Q0uysPYm4o-wDjyrsUWjCd7v49G1yySHQhZttBhwe14TPaa2Obf5nmtnUYm55soaal8-tPwp_nsKufkan2Ym3X7-AbR8R3_NQNTtWEqkkqSZmGMsjmYfAFX-AnULp8HhYWbXYiDTPy8zIfilI-cwXAgtpgYUCa2q_eJGyd22EOmauCyAIIVx9rqVA82RZKJ5Lq-iXwgkdS45p_hrL_7a3vfqxs0eJbNwsgLY2dRph00QSp9HwMbMtt9IuoEZAyhC5wODIbks5-mUfskrezFpteVhrTxv0Aru8loHgQ6Z-IYbWQkoWUi9G1sZezIRF0bxW341jBG3VY4HOoZcblcNcWrpopVU1EblhrWqXpL3ivW0WEPJavfNqw1nBgN_3Oyhf96-itM_Njpq-8HJ0eL8FEWnCxzX5agld8NaZktmNys1FL6BLM_5wM |
openUrl | ctx_ver=Z39.88-2004&ctx_enc=info%3Aofi%2Fenc%3AUTF-8&rfr_id=info%3Asid%2Fsummon.serialssolutions.com&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Ajournal&rft.genre=article&rft.atitle=Estimating+In+Situ+Optimum+Bitumen+Content+of+Dense+Bituminous+Macadam%3A+An+Alternative+Approach&rft.jtitle=Journal+of+the+Institution+of+Engineers+%28India%29.+Series+A%2C+Civil%2C+architectural%2C+environmental+and+agricultural+Engineering&rft.au=Panda%2C+Rama+Prasad&rft.au=Das%2C+Sudhanshu+Sekhar&rft.au=Sahoo%2C+Pradeep+Kumar&rft.date=2018-12-01&rft.pub=Springer+India&rft.issn=2250-2149&rft.eissn=2250-2157&rft.volume=99&rft.issue=4&rft.spage=653&rft.epage=659&rft_id=info:doi/10.1007%2Fs40030-018-0322-7&rft.externalDocID=10_1007_s40030_018_0322_7 |
thumbnail_l | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=2250-2149&client=summon |
thumbnail_m | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=2250-2149&client=summon |
thumbnail_s | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=2250-2149&client=summon |