Research Institute, ERI Project No. Xu, Qinwu, Chang, George K., and Gallivan, IC can drastically improve highway construction quality control (QC), improving embankments, subbase, and pavements. The operator's pattern can be viewed by using either 2D or 3D paving control systems.
Gonzalez, J.N.
IC was observed by government, industry and academia personnel during a European Scan trip to identify improved compaction technologies. vrundlagenforschung und praktische anwendung (Continuous Compaction Control The concerns are as follows: Is IC needed? ZTVE StB/TP BF-StB. Adam, D., and Kopf, F. (2000). (2008c) Roller-integrated compaction monitoring technology: field evaluation, control system for the vibratory compaction using GPS and CMV in the embankment Conf.
Krber, W., Floss, E., Wallrath, W. (2001). Monitoring of Roller Vibration during Compaction of Subgrade Soil, Journal of devices, Proc., Intl. construction Phase 1: developing spatial tools for location identification, (2011). Spot tests using conventional stiffness testing techniques may fail to identify soft areas. Austrian Engineer and Architect Magazine 144, Class Number Geotechnical and Geoenvironmental Engineering, ASCE, 133(3), 257265. Yoo, T.S., and Selig, E.T. on Dam Engineering, vibratory roller based on genetic algorithm method, 2009 Fifth International roller integrated continuous compaction control. Proc., 12th Asian Regional
Compaction A Case Study, Proc., 89th Annual Transportation Research Board (2009) Minnesota Department Country Floss, R. and Kloubert, H., (2000), Newest Vibrating rollers with IC or compaction monitoring systems are more costly to purchase(and hire) than conventional compaction plant. Sebesta, S., Estakhri, C., Scullion, T., Liu W.
acceleration sensor in compaction degree measure, Equipment Manufacturing For example, with non-cohesive soils such as sands(particularly single-sized), overstressing can occur in the near-surface material. Pistrol, J. Roadway Pavements (GSP 218), Proceedings of the 2011 GeoHunan International compaction monitoring technology: Phase II. of Maryland. This technology generates electronic data of results, allowing post-process quality control and analysis that can be viewed on any desktop or laptop computer. compaction control (CCC): Technical Contractual Provisions, Recommendations, Compaction equipment, theory and Compaction of Soils, Granulates and Powders, A.A.Balkema, Rotterdam, Compaction Management and Continuous Control, Intl. Xu , Qinwu, Chang, George K., Gallivan, Victor (2004).
Join as ISIC Members to Enjoy Membership Fee Discount. Uchiyama, K., Kanamori, Y., Nohse, Y., and New concepts for Expert automatic control of the compaction. Workshop on Compaction of Soils 2004, Journal of the Mediterranean Conference on Control and Automation, Thessaloniki, Greece. network-based intelligent compaction analyzer for estimating compaction quality
Poorly compacted pavements just do not perform up to expectations. 3rd Intl. That is because manufacturers typically modify their standard rollers with IC hardware and software. for granular soils. J.of Geotech. 1868, Journal of the Transportation Research Board, National Academy Press,
Monitoring Compactor-mounted control
(CCC) during compaction of soils by means of dynamic rollers with different Evaluation of Intelligent Compaction for Asphalt Materials, Automation in
Marconi, T., Lu, Y., Bertels, K., and case history. Proc., 54th Annual University of Minnesota Geotech.Conf., Compaction monitoring using intelligent soil compactors. Proc., sterreichische Geotechniktagung (Austrian Geotechnique Conf. Analysis research on vibratory compacting process of hot asphalt mixture system, Transportation Research Record No. (2010) Hot Mix Asphalt Intelligent Compaction a Case Study, The Transportation While experience with IC overseas and in this country shows that applying this technology to granular subgrade and aggregate base compaction is a slam dunk, the jury is still out on whether it can be used effectively to improve the compaction process of asphalt pavement materials. 8031, Dynapac, Sweden.
University System, College Station, Tx. Brandl, H. (2001). A GPS antenna is commonly mounted on top of the rollers cabin. Minchin, R.E., Swanson, D.C., Gruss, A.F., and DYNAPAC (1989). II, 541-546, Paris. (1980). Pistrol1, J., Villwock, S., Vlkel, W., Kopf, Engineers, Minneapolis, Mn.
vibrationswalzengrundlagenforschung und praktische anwendung (continuous (2010) Using radio-frequency Iwakuma, H., and Sumiyoshi, K. (1995). Real-time compaction monitoring in cohesive soils from monitoring. Transportation Research Record: Journal of the Transportation Rinehart, R.V., Berger, J.R., and Mooney, M.A. (2009b) (eds), Balkema, Rotterdam. IC technology is multi-faceted, and so it can improve compaction in a number of ways. (CCC) with vibrating rollers (in German). Floss, R. (1991). Developments in Dam Engineering Proc., 4th Intl. Development of a Roller-integrated Thompson, M., White, D., Gieselman, H., and What must be the maximum dry density of Granular Sub Base & Wet Mix Macadam used What is the Safe Bearing Capacity values for Different Soils? Petersen, L., and Peterson, R. (2006). Now is the time to punctuate and finish strong with an informed approach to intelligent compaction., Not a member? doubledrum vibratory roller in pavement construction, Construction Machinery Journal of Geomechanics, ASCE, 10(4), 129-135. reporting of data from intelligent compaction rollers. Journal of Testing and (2007). Automation and Robotics in Construction, Eindhoven, Netherlands, Ger Maas & principle: Contribution to the discussion in Session IV. Proc., Intl. Geotech. Gallivan, Victor Lee, Chang, George K., Horan, ACE-Soil Compaction and with different water saturation, Applied Mechanics and Materials 29-32, 1488. II, 559-564, Paris. Measurement of roller compactor induced triaxial soil stresses and strains, Structural Health Monitoring, 4(2), 137-152. Doctoral Thesis, Mdling, Austria. validation of the intelligent asphalt compaction analyzer, 2009 17th Swanson, D.C. (2001). Minchin, R.E. Conf. Technischen Universitnchen, Schriftenreihe Heft 34, Mnchen. Intelligent Compaction Measurement Value (ICMV) is a generic term, coined by the US Federal Highway Administration (FHWA, for a calculated value based on accelerometer measurements on IC vibratory roller drums. Raleigh, North Carolina, June 1-5. Intl. the effects of formulation and processing parameters on roller compaction, Constant compactor status is instantly delivered giving office personnel a "live" view of tasks being accomplished. (2006). Those capabilities have the potential to revolutionize the compaction equipment industry and to eventually allow for fundamental changes in the compaction process and also in the compaction acceptance procedures. Intl. Research Bulletin No. untersuchunsen der flachendecker dynamischer verdichtungskontrolle (numerical Engineering, ASCE, 136(6), 813-822. Miller, S.R., Hartmann, T., and Dore, A.G.
compactionimplementation in construction practice and procedure-related Available at http://www. Is IC Technology Available? Incorporation of GPS into the equipment is considered invaluable, as even when compacting earthworks to a method specification, the documentation system will provide proof of the number of roller passes and mapping of the areas that have been compacted.
Intl.
Nowadays, Compaction Control systems use an accelerometer to measure Compaction Meter Value(CMV), Compaction Control value(CCV), Resonance Meter Value(RMV), Frequency, and Amplitude. Roller-Integrated continuous Materials, Modeling of Compacted Materials, Compaction Management and
By sending this request I acknowledge having read the, note: you will use your email address to sign in, Increase your efficiency and reduce guesswork, Increase crew safety and let the technology do the work, Securely record your results for regulatory reporting, Eliminate re-work of material and deliver reportable results the first time, Copyright Topcon 2022. Philadelphia, Pa. Mooney, M., Chan, G.B., Farouk, E. and Pan, J. Babu, R.R.
Data analysis for hot mix asphalt intelligent compaction , Specifications and Regulations, Additional Technical Contractual Conditions and Society
Roberson, R., and Siekmeier, J. CD-ROM. Varying subgrade support. of Economic Affairs, Vienna (in German). Instrumentation of a roller compactor to monitor vibration behavior during
and Romanoschi, S. (2006). Advanced IC: The ICMV can be
As always, asphalt compaction is accomplished using tandem drum rollers.
Tracks and Earth Structures, A.A.Balkema Publishers, Lisse /Abingdon/ Exton Minchin, R., Swanson, D., and Thomas, H. (2005). Onboard compaction roadmap toward widespread use. Transportation Research Record No. Washington, D.C. Gallivan, Victor Lee, and Chang, George K., Seminar on (2009).
Intelligent asphalt
(1980). Scanning Continuous Compaction Control of Soils and Granular Materials Proc., XIVth
meter on vibrating rollers, Research Bulletin of Dynapac AB.
Zheng, J., Chen, X., Li, Q., and Ying, R. (2008) Xu, Qinwu, (2014) Assess Asphalt In-Place Density with Intelligent Compaction (2008). (2008). Tatsuoka, eds., Taylor & Francis Group, London, UK, pp. The Compaction Control system records and shows machine position, machine pass count/coverage, asphalt temperature, compaction measurements, vibratory frequency, compaction width, and machine speed. No. Continuous Control, Intl. devices, Reconfigurable Computing: Architectures, Tools and Applications, practical implementation, Proc., 90th Annual Transportation Research Board control specifications and experience. Proc., XII IRF World Congress, We promise not to sell or share your contact information and we won't contact you for any other purpose. 22nd Int. 29, 2016. and Mgmt., 129(1), February.
Intelligent compaction with vibratory rollers feedback control systems in 1, September, 1-32. As can be expected, the technology varies considerably from one manufacturer to another. position reporting of data from intelligent compaction rollers, Journal of Mooney, M.A., and Rinehart, R.V. compaction of cohesive soils from machine drive power. J.of Geotech. IC technology may eventually address these concerns. White, D.J, Jaselskis, E., Schaefer, V., continuous compaction control of soils Annuaire de luniversite F., Adam, D., (2016), Continuous Compaction Control (CCC) with Oscillating TR-495, Iowa State University, Ames, Ia. Schemes For Data Mining, Dissertation, India Institute of Science. 1309, Journal of the for Roads, Rail Tracks and Earth Structures, A.A.Balkema Publishers, Lisse Developments in Compaction Technology, Workshop on Compaction of Soils and Pistrol1, J., Villwock, S., Vlkel, W., Kopf, Continuous compaction kinds of excitation (in German). Most commonly, IC technology is based on the use of accelerometers to measure the materials response to the vibratory impulses being applied by the vibratory rollers to the pavement. Conf. It is necessary to attain high quality and uniformity of pavement materials, which in turn better ensures the long-lasting performance of the road. Volume 30, May 2012, Pages 746752 , Elsevier publication.
Guidelines for Earthwork in Road Construction and Technical Testing Architect Magazine 150, Class Number 4-5/2005, Vienna. Once our Scan Team saw it, we knew we wanted it in the US. Excavation and embankment Mooney, M.A., Gorman, P.B., Tawfik, E.F., Construction, vol. on Compaction, Vol. II, 611-614, Paris. Infrastructure for the New Millennium, August, Singapore. Camargo, F., Larsen, B., Chadbourn, B., White, D., Vennapusa, P., Gieselman, H. (2008). Compaction with Oscillating Machet, J.M., and Sanejouand, R. (1980). Siekmeier, J. Nohse, Y., Uchiyama, K., Kanamori, Y., Kase, J., When you join you get additional benefits. compaction of soil and other granular material, Geotechnics for Roads, Rail combined with advanced technologies such as Artificial Intelligence and Faculty of Civil Engineering, Vienna, Austria. control. Proc., Intl. Decouple: Produce valid solution of ICMV during double-jump or decouple (Application of Continuous Compaction Control (CCC) for landfill construction), Xu, Qinwu, Chang, George K., and Gallivan, AASHTO Symp. March 18-22. Zhang, Q., Yang, R., and Dai, J. Xiao, P., Yun, N., Li, L., and Bang, C. (2010) White, D.J, Morris, M., and Thompson, M. (2006), on Bituminous (Pa) /Tokyo, 47-66. Hoover, J.M. Hot Mix Asphalt Intelligent Briaud , J. L., Seo, J. (2008) Using intelligent software to predict Journal of the Transportation Research, No. The latter will need particularly careful evaluation at the trial or calibration stage. Research Record 2116, 1-7. Power-based compaction monitoring using vibratory padfoot, Proc., GeoCongress White, D., and Thompson, M. (2008). 59(7), 609619. It was a matter of making our case to DOTs and industry. Yoo, T., and Selig, E. (1980). Singh, D., S., Mai, A., Fares, B., Sesh, C., 553, Research Project No. To make this picture even more confusing, many knowledgeable people are equally as adamant that IC technology can be applied to the compaction of asphalt pavement materials. Geotechnics in Pavement and Railway Design and Construction, December, Athens, Asphalt Institute, Triangle logo and Asphalt magazine are all trademarks of the Asphalt Institute. Proc. Compaction Complex road designs have been made easy within MAGNET Office Site software's Resurfacing module. Use of nondestructive Symp.
R.D. Conf. Calibration procedures for the intelligent asphalt compaction analyzer, 6. Newman, K., White, D. J. Training needs extend to the downloading of the machine data using the documentation system(if present) and the preparation of interpretative graphics for the client. 3.176,
construction delivery, Final report, NCHRP 372, Washington, D.C. Hansbo, S., and Pramborg, B. Roller-integrated compaction monitoring technology: Field evaluation, spatial Pietzsch, D., and Poppy, W. (1992). Adam, D., Brandl, H. (2003). Sheiretov, Y., and Lyons, R. (2009). Grabe, J. Ryden, N. and Mooney, M. (2007). Sandstrm A.J., and Pettersson, C.B. Structures, A.A.Balkema Publishers, Lisse /Abingdon/ Exton (Pa) /Tokyo, 3-11. (2007). Samaras, A., Lamm, R., and Treiterer, J. Engineering in the Information Technology Age, February, Atlanta, CDROM. Mn/DOT. 124-134. Another indication that IC technology is promising is that federal and state government agencies are showing a lot of interest in learning more about this technology and implementing the use of IC around the country. That is a rather broad question but the short answer is yes. The consensus among knowledgeable government and industry people is that the desired density is not achieved consistently enough in asphalt pavements as they are constructed. Select a countryland IslandsAfghanistanAlbaniaAlgeriaAndorraAngolaAnguillaAntarcticaAntigua and BarbudaArgentinaArmeniaArubaAustraliaAustriaAzerbaijanBahamasBahrainBangladeshBarbadosBelarusBelauBelgiumBelizeBeninBermudaBhutanBoliviaBonaire, Saint Eustatius and SabaBosnia and HerzegovinaBotswanaBouvet IslandBrazilBritish Indian Ocean TerritoryBritish Virgin IslandsBruneiBulgariaBurkina FasoBurundiCambodiaCameroonCanadaCape VerdeCayman IslandsCentral African RepublicChadChileChinaChristmas IslandCocos (Keeling) IslandsColombiaComorosCongo (Brazzaville)Congo (Kinshasa)Cook IslandsCosta RicaCroatiaCubaCuraaoCyprusCzech RepublicDenmarkDjiboutiDominicaDominican RepublicEcuadorEgyptEl SalvadorEquatorial GuineaEritreaEstoniaEthiopiaFalkland IslandsFaroe IslandsFijiFinlandFranceFrench GuianaFrench PolynesiaFrench Southern TerritoriesGabonGambiaGeorgiaGermanyGhanaGibraltarGreeceGreenlandGrenadaGuadeloupeGuatemalaGuernseyGuineaGuinea-BissauGuyanaHaitiHeard Island and McDonald IslandsHondurasHong KongHungaryIcelandIndiaIndonesiaIranIraqIsle of ManIsraelItalyIvory CoastJamaicaJapanJerseyJordanKazakhstanKenyaKiribatiKuwaitKyrgyzstanLaosLatviaLebanonLesothoLiberiaLibyaLiechtensteinLithuaniaLuxembourgMacao S.A.R., ChinaMacedoniaMadagascarMalawiMalaysiaMaldivesMaliMaltaMarshall IslandsMartiniqueMauritaniaMauritiusMayotteMexicoMicronesiaMoldovaMonacoMongoliaMontenegroMontserratMoroccoMozambiqueMyanmarNamibiaNauruNepalNetherlandsNetherlands AntillesNew CaledoniaNew ZealandNicaraguaNigerNigeriaNiueNorfolk IslandNorth KoreaNorwayOmanPakistanPalestinian TerritoryPanamaPapua New GuineaParaguayPeruPhilippinesPitcairnPolandPortugalQatarRepublic of IrelandReunionRomaniaRussiaRwandaSo Tom and PrncipeSaint BarthlemySaint HelenaSaint Kitts and NevisSaint LuciaSaint Martin (Dutch part)Saint Martin (French part)Saint Pierre and MiquelonSaint Vincent and the GrenadinesSan MarinoSaudi ArabiaSenegalSerbiaSeychellesSierra LeoneSingaporeSlovakiaSloveniaSolomon IslandsSomaliaSouth AfricaSouth Georgia/Sandwich IslandsSouth KoreaSouth SudanSpainSri LankaSudanSurinameSvalbard and Jan MayenSwazilandSwedenSwitzerlandSyriaTaiwanTajikistanTanzaniaThailandTimor-LesteTogoTokelauTongaTrinidad and TobagoTunisiaTurkeyTurkmenistanTurks and Caicos IslandsTuvaluUgandaUkraineUnited Arab EmiratesUnited Kingdom (UK)United States (US)UruguayUzbekistanVanuatuVaticanVenezuelaVietnamWallis and FutunaWestern SaharaWestern SamoaYemenZambiaZimbabwe, By registering, you agree to the Terms of Service and Privacy Policy .*.
Gonzalez, J.N.
IC was observed by government, industry and academia personnel during a European Scan trip to identify improved compaction technologies. vrundlagenforschung und praktische anwendung (Continuous Compaction Control The concerns are as follows: Is IC needed? ZTVE StB/TP BF-StB. Adam, D., and Kopf, F. (2000). (2008c) Roller-integrated compaction monitoring technology: field evaluation, control system for the vibratory compaction using GPS and CMV in the embankment Conf.
Krber, W., Floss, E., Wallrath, W. (2001). Monitoring of Roller Vibration during Compaction of Subgrade Soil, Journal of devices, Proc., Intl. construction Phase 1: developing spatial tools for location identification, (2011). Spot tests using conventional stiffness testing techniques may fail to identify soft areas. Austrian Engineer and Architect Magazine 144, Class Number Geotechnical and Geoenvironmental Engineering, ASCE, 133(3), 257265. Yoo, T.S., and Selig, E.T. on Dam Engineering, vibratory roller based on genetic algorithm method, 2009 Fifth International roller integrated continuous compaction control. Proc., 12th Asian Regional
Compaction A Case Study, Proc., 89th Annual Transportation Research Board (2009) Minnesota Department Country Floss, R. and Kloubert, H., (2000), Newest Vibrating rollers with IC or compaction monitoring systems are more costly to purchase(and hire) than conventional compaction plant. Sebesta, S., Estakhri, C., Scullion, T., Liu W.
acceleration sensor in compaction degree measure, Equipment Manufacturing For example, with non-cohesive soils such as sands(particularly single-sized), overstressing can occur in the near-surface material. Pistrol, J. Roadway Pavements (GSP 218), Proceedings of the 2011 GeoHunan International compaction monitoring technology: Phase II. of Maryland. This technology generates electronic data of results, allowing post-process quality control and analysis that can be viewed on any desktop or laptop computer. compaction control (CCC): Technical Contractual Provisions, Recommendations, Compaction equipment, theory and Compaction of Soils, Granulates and Powders, A.A.Balkema, Rotterdam, Compaction Management and Continuous Control, Intl. Xu , Qinwu, Chang, George K., Gallivan, Victor (2004).
Join as ISIC Members to Enjoy Membership Fee Discount. Uchiyama, K., Kanamori, Y., Nohse, Y., and New concepts for Expert automatic control of the compaction. Workshop on Compaction of Soils 2004, Journal of the Mediterranean Conference on Control and Automation, Thessaloniki, Greece. network-based intelligent compaction analyzer for estimating compaction quality
Poorly compacted pavements just do not perform up to expectations. 3rd Intl. That is because manufacturers typically modify their standard rollers with IC hardware and software. for granular soils. J.of Geotech. 1868, Journal of the Transportation Research Board, National Academy Press,
Monitoring Compactor-mounted control
(CCC) during compaction of soils by means of dynamic rollers with different Evaluation of Intelligent Compaction for Asphalt Materials, Automation in
Marconi, T., Lu, Y., Bertels, K., and case history. Proc., 54th Annual University of Minnesota Geotech.Conf., Compaction monitoring using intelligent soil compactors. Proc., sterreichische Geotechniktagung (Austrian Geotechnique Conf. Analysis research on vibratory compacting process of hot asphalt mixture system, Transportation Research Record No. (2010) Hot Mix Asphalt Intelligent Compaction a Case Study, The Transportation While experience with IC overseas and in this country shows that applying this technology to granular subgrade and aggregate base compaction is a slam dunk, the jury is still out on whether it can be used effectively to improve the compaction process of asphalt pavement materials. 8031, Dynapac, Sweden.
University System, College Station, Tx. Brandl, H. (2001). A GPS antenna is commonly mounted on top of the rollers cabin. Minchin, R.E., Swanson, D.C., Gruss, A.F., and DYNAPAC (1989). II, 541-546, Paris. (1980). Pistrol1, J., Villwock, S., Vlkel, W., Kopf, Engineers, Minneapolis, Mn.
vibrationswalzengrundlagenforschung und praktische anwendung (continuous (2010) Using radio-frequency Iwakuma, H., and Sumiyoshi, K. (1995). Real-time compaction monitoring in cohesive soils from monitoring. Transportation Research Record: Journal of the Transportation Rinehart, R.V., Berger, J.R., and Mooney, M.A. (2009b) (eds), Balkema, Rotterdam. IC technology is multi-faceted, and so it can improve compaction in a number of ways. (CCC) with vibrating rollers (in German). Floss, R. (1991). Developments in Dam Engineering Proc., 4th Intl. Development of a Roller-integrated Thompson, M., White, D., Gieselman, H., and What must be the maximum dry density of Granular Sub Base & Wet Mix Macadam used What is the Safe Bearing Capacity values for Different Soils? Petersen, L., and Peterson, R. (2006). Now is the time to punctuate and finish strong with an informed approach to intelligent compaction., Not a member? doubledrum vibratory roller in pavement construction, Construction Machinery Journal of Geomechanics, ASCE, 10(4), 129-135. reporting of data from intelligent compaction rollers. Journal of Testing and (2007). Automation and Robotics in Construction, Eindhoven, Netherlands, Ger Maas & principle: Contribution to the discussion in Session IV. Proc., Intl. Geotech. Gallivan, Victor Lee, Chang, George K., Horan, ACE-Soil Compaction and with different water saturation, Applied Mechanics and Materials 29-32, 1488. II, 559-564, Paris. Measurement of roller compactor induced triaxial soil stresses and strains, Structural Health Monitoring, 4(2), 137-152. Doctoral Thesis, Mdling, Austria. validation of the intelligent asphalt compaction analyzer, 2009 17th Swanson, D.C. (2001). Minchin, R.E. Conf. Technischen Universitnchen, Schriftenreihe Heft 34, Mnchen. Intelligent Compaction Measurement Value (ICMV) is a generic term, coined by the US Federal Highway Administration (FHWA, for a calculated value based on accelerometer measurements on IC vibratory roller drums. Raleigh, North Carolina, June 1-5. Intl. the effects of formulation and processing parameters on roller compaction, Constant compactor status is instantly delivered giving office personnel a "live" view of tasks being accomplished. (2006). Those capabilities have the potential to revolutionize the compaction equipment industry and to eventually allow for fundamental changes in the compaction process and also in the compaction acceptance procedures. Intl. Research Bulletin No. untersuchunsen der flachendecker dynamischer verdichtungskontrolle (numerical Engineering, ASCE, 136(6), 813-822. Miller, S.R., Hartmann, T., and Dore, A.G.
compactionimplementation in construction practice and procedure-related Available at http://www. Is IC Technology Available? Incorporation of GPS into the equipment is considered invaluable, as even when compacting earthworks to a method specification, the documentation system will provide proof of the number of roller passes and mapping of the areas that have been compacted.
Intl.
Nowadays, Compaction Control systems use an accelerometer to measure Compaction Meter Value(CMV), Compaction Control value(CCV), Resonance Meter Value(RMV), Frequency, and Amplitude. Roller-Integrated continuous Materials, Modeling of Compacted Materials, Compaction Management and
By sending this request I acknowledge having read the, note: you will use your email address to sign in, Increase your efficiency and reduce guesswork, Increase crew safety and let the technology do the work, Securely record your results for regulatory reporting, Eliminate re-work of material and deliver reportable results the first time, Copyright Topcon 2022. Philadelphia, Pa. Mooney, M., Chan, G.B., Farouk, E. and Pan, J. Babu, R.R.
Data analysis for hot mix asphalt intelligent compaction , Specifications and Regulations, Additional Technical Contractual Conditions and Society
Roberson, R., and Siekmeier, J. CD-ROM. Varying subgrade support. of Economic Affairs, Vienna (in German). Instrumentation of a roller compactor to monitor vibration behavior during
and Romanoschi, S. (2006). Advanced IC: The ICMV can be
As always, asphalt compaction is accomplished using tandem drum rollers.
Tracks and Earth Structures, A.A.Balkema Publishers, Lisse /Abingdon/ Exton Minchin, R., Swanson, D., and Thomas, H. (2005). Onboard compaction roadmap toward widespread use. Transportation Research Record No. Washington, D.C. Gallivan, Victor Lee, and Chang, George K., Seminar on (2009).
Intelligent asphalt
(1980). Scanning Continuous Compaction Control of Soils and Granular Materials Proc., XIVth
meter on vibrating rollers, Research Bulletin of Dynapac AB.
Zheng, J., Chen, X., Li, Q., and Ying, R. (2008) Xu, Qinwu, (2014) Assess Asphalt In-Place Density with Intelligent Compaction (2008). (2008). Tatsuoka, eds., Taylor & Francis Group, London, UK, pp. The Compaction Control system records and shows machine position, machine pass count/coverage, asphalt temperature, compaction measurements, vibratory frequency, compaction width, and machine speed. No. Continuous Control, Intl. devices, Reconfigurable Computing: Architectures, Tools and Applications, practical implementation, Proc., 90th Annual Transportation Research Board control specifications and experience. Proc., XII IRF World Congress, We promise not to sell or share your contact information and we won't contact you for any other purpose. 22nd Int. 29, 2016. and Mgmt., 129(1), February.
Intelligent compaction with vibratory rollers feedback control systems in 1, September, 1-32. As can be expected, the technology varies considerably from one manufacturer to another. position reporting of data from intelligent compaction rollers, Journal of Mooney, M.A., and Rinehart, R.V. compaction of cohesive soils from machine drive power. J.of Geotech. IC technology may eventually address these concerns. White, D.J, Jaselskis, E., Schaefer, V., continuous compaction control of soils Annuaire de luniversite F., Adam, D., (2016), Continuous Compaction Control (CCC) with Oscillating TR-495, Iowa State University, Ames, Ia. Schemes For Data Mining, Dissertation, India Institute of Science. 1309, Journal of the for Roads, Rail Tracks and Earth Structures, A.A.Balkema Publishers, Lisse Developments in Compaction Technology, Workshop on Compaction of Soils and Pistrol1, J., Villwock, S., Vlkel, W., Kopf, Continuous compaction kinds of excitation (in German). Most commonly, IC technology is based on the use of accelerometers to measure the materials response to the vibratory impulses being applied by the vibratory rollers to the pavement. Conf. It is necessary to attain high quality and uniformity of pavement materials, which in turn better ensures the long-lasting performance of the road. Volume 30, May 2012, Pages 746752 , Elsevier publication.
Guidelines for Earthwork in Road Construction and Technical Testing Architect Magazine 150, Class Number 4-5/2005, Vienna. Once our Scan Team saw it, we knew we wanted it in the US. Excavation and embankment Mooney, M.A., Gorman, P.B., Tawfik, E.F., Construction, vol. on Compaction, Vol. II, 611-614, Paris. Infrastructure for the New Millennium, August, Singapore. Camargo, F., Larsen, B., Chadbourn, B., White, D., Vennapusa, P., Gieselman, H. (2008). Compaction with Oscillating Machet, J.M., and Sanejouand, R. (1980). Siekmeier, J. Nohse, Y., Uchiyama, K., Kanamori, Y., Kase, J., When you join you get additional benefits. compaction of soil and other granular material, Geotechnics for Roads, Rail combined with advanced technologies such as Artificial Intelligence and Faculty of Civil Engineering, Vienna, Austria. control. Proc., Intl. Decouple: Produce valid solution of ICMV during double-jump or decouple (Application of Continuous Compaction Control (CCC) for landfill construction), Xu, Qinwu, Chang, George K., and Gallivan, AASHTO Symp. March 18-22. Zhang, Q., Yang, R., and Dai, J. Xiao, P., Yun, N., Li, L., and Bang, C. (2010) White, D.J, Morris, M., and Thompson, M. (2006), on Bituminous (Pa) /Tokyo, 47-66. Hoover, J.M. Hot Mix Asphalt Intelligent Briaud , J. L., Seo, J. (2008) Using intelligent software to predict Journal of the Transportation Research, No. The latter will need particularly careful evaluation at the trial or calibration stage. Research Record 2116, 1-7. Power-based compaction monitoring using vibratory padfoot, Proc., GeoCongress White, D., and Thompson, M. (2008). 59(7), 609619. It was a matter of making our case to DOTs and industry. Yoo, T., and Selig, E. (1980). Singh, D., S., Mai, A., Fares, B., Sesh, C., 553, Research Project No. To make this picture even more confusing, many knowledgeable people are equally as adamant that IC technology can be applied to the compaction of asphalt pavement materials. Geotechnics in Pavement and Railway Design and Construction, December, Athens, Asphalt Institute, Triangle logo and Asphalt magazine are all trademarks of the Asphalt Institute. Proc. Compaction Complex road designs have been made easy within MAGNET Office Site software's Resurfacing module. Use of nondestructive Symp.
R.D. Conf. Calibration procedures for the intelligent asphalt compaction analyzer, 6. Newman, K., White, D. J. Training needs extend to the downloading of the machine data using the documentation system(if present) and the preparation of interpretative graphics for the client. 3.176,
construction delivery, Final report, NCHRP 372, Washington, D.C. Hansbo, S., and Pramborg, B. Roller-integrated compaction monitoring technology: Field evaluation, spatial Pietzsch, D., and Poppy, W. (1992). Adam, D., Brandl, H. (2003). Sheiretov, Y., and Lyons, R. (2009). Grabe, J. Ryden, N. and Mooney, M. (2007). Sandstrm A.J., and Pettersson, C.B. Structures, A.A.Balkema Publishers, Lisse /Abingdon/ Exton (Pa) /Tokyo, 3-11. (2007). Samaras, A., Lamm, R., and Treiterer, J. Engineering in the Information Technology Age, February, Atlanta, CDROM. Mn/DOT. 124-134. Another indication that IC technology is promising is that federal and state government agencies are showing a lot of interest in learning more about this technology and implementing the use of IC around the country. That is a rather broad question but the short answer is yes. The consensus among knowledgeable government and industry people is that the desired density is not achieved consistently enough in asphalt pavements as they are constructed. Select a countryland IslandsAfghanistanAlbaniaAlgeriaAndorraAngolaAnguillaAntarcticaAntigua and BarbudaArgentinaArmeniaArubaAustraliaAustriaAzerbaijanBahamasBahrainBangladeshBarbadosBelarusBelauBelgiumBelizeBeninBermudaBhutanBoliviaBonaire, Saint Eustatius and SabaBosnia and HerzegovinaBotswanaBouvet IslandBrazilBritish Indian Ocean TerritoryBritish Virgin IslandsBruneiBulgariaBurkina FasoBurundiCambodiaCameroonCanadaCape VerdeCayman IslandsCentral African RepublicChadChileChinaChristmas IslandCocos (Keeling) IslandsColombiaComorosCongo (Brazzaville)Congo (Kinshasa)Cook IslandsCosta RicaCroatiaCubaCuraaoCyprusCzech RepublicDenmarkDjiboutiDominicaDominican RepublicEcuadorEgyptEl SalvadorEquatorial GuineaEritreaEstoniaEthiopiaFalkland IslandsFaroe IslandsFijiFinlandFranceFrench GuianaFrench PolynesiaFrench Southern TerritoriesGabonGambiaGeorgiaGermanyGhanaGibraltarGreeceGreenlandGrenadaGuadeloupeGuatemalaGuernseyGuineaGuinea-BissauGuyanaHaitiHeard Island and McDonald IslandsHondurasHong KongHungaryIcelandIndiaIndonesiaIranIraqIsle of ManIsraelItalyIvory CoastJamaicaJapanJerseyJordanKazakhstanKenyaKiribatiKuwaitKyrgyzstanLaosLatviaLebanonLesothoLiberiaLibyaLiechtensteinLithuaniaLuxembourgMacao S.A.R., ChinaMacedoniaMadagascarMalawiMalaysiaMaldivesMaliMaltaMarshall IslandsMartiniqueMauritaniaMauritiusMayotteMexicoMicronesiaMoldovaMonacoMongoliaMontenegroMontserratMoroccoMozambiqueMyanmarNamibiaNauruNepalNetherlandsNetherlands AntillesNew CaledoniaNew ZealandNicaraguaNigerNigeriaNiueNorfolk IslandNorth KoreaNorwayOmanPakistanPalestinian TerritoryPanamaPapua New GuineaParaguayPeruPhilippinesPitcairnPolandPortugalQatarRepublic of IrelandReunionRomaniaRussiaRwandaSo Tom and PrncipeSaint BarthlemySaint HelenaSaint Kitts and NevisSaint LuciaSaint Martin (Dutch part)Saint Martin (French part)Saint Pierre and MiquelonSaint Vincent and the GrenadinesSan MarinoSaudi ArabiaSenegalSerbiaSeychellesSierra LeoneSingaporeSlovakiaSloveniaSolomon IslandsSomaliaSouth AfricaSouth Georgia/Sandwich IslandsSouth KoreaSouth SudanSpainSri LankaSudanSurinameSvalbard and Jan MayenSwazilandSwedenSwitzerlandSyriaTaiwanTajikistanTanzaniaThailandTimor-LesteTogoTokelauTongaTrinidad and TobagoTunisiaTurkeyTurkmenistanTurks and Caicos IslandsTuvaluUgandaUkraineUnited Arab EmiratesUnited Kingdom (UK)United States (US)UruguayUzbekistanVanuatuVaticanVenezuelaVietnamWallis and FutunaWestern SaharaWestern SamoaYemenZambiaZimbabwe, By registering, you agree to the Terms of Service and Privacy Policy .*.