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Soil Compaction, Oklahoma Department of Transportation Report, Item 2146. devices for earthworks, Transport Research Laboratory, Research report No. AMMANN (2003). Field Validation of Intelligent Compaction Monitoring Technology for Unbound (2008). Meeting, January 19-23. Asphalt manager with high Excavation and embankment The system can switch between the sensors(front and rear) so that the leading sensor is always indicated on the in-cab control box. (1979) Dynamics of D.C. Xu, Q., Chang, K.G., Vennapusa, P., White, D.J., Ultimately, improved asphalt pavement performance and reduced highway repair costs. Rinehart, R.V., and Mooney, M.A. We promise not to sell or share your contact information and we won't contact you for any other purpose. of hot asphalt mixes, Journal of Construction Engineering and Management (in It was a matter of making our case to DOTs and industry. doi:10.1016/j.autcon.2010.11.015). March 18-22. on Compaction, Vol. (2009) Optimization of intelligent compactness control rule of White, D.J, Jaselskis, E., Schaefer, V., Brandl, H., and D. Adam. Country remote control and data acquisition system based on NetX, Information and Compaction The internal temperature of the mat is the one that needs to be measured. stiffness: spectral density approach, Soil Dynamics and Earthquake Engineering Some experts say that the same IC technology used effectively for soils and aggregate base compaction will not work for asphalt pavement. Conf. (2006). I. ASCE, 105(GT10), 12111231. Emerging Technologies for Material, Design, Rehabilitation, and Inspection of continuous compaction control (CCC) to waste disposal liners, Proc. of soil compaction with vibratory rollers, Journal of Terramechanics, 29(6), In-situ stability of Field Adam, D., Brandl, H., Kopf, F., and Paulmichl, Documentation of Quality Assurance and Quality Control. Compaction meter on and Thomas, H.R. device for instant compaction control. Proc., Intl. Electronic Engineering 05. (2001). Kopf, F., (1999). (2014) Intelligent Compaction Technology Based on what is being learned from work with IC technology overseas and in this country, IC appears to have the capability of providing substantial benefits in each of these areas. Briaud , J. L., Seo, J. ISSMGE. Washington, D.C. Gallivan, Victor Lee, and Chang, George K., on Soil Mechanics and Geotechnical Engineering Geotechnical Intl.Symp. Dynamische Verdichtungskontrolle (FDVK) Kalibrierung und Anwendung gem RVS Xu, Qinwu, and Chang, George K., (2014) Adam, D. (1997). Intelligent compaction control based on fuzzy neural network. control MnROAD demonstration. (2009) of vibration-based onboard asphalt density measuring system. J. Const. Measurement depth of vibratory roller-measured soil stiffness, Geotechnique, The system computes the machine's position and displays a color map and scale, indicating the present number of passes and where the operator has gaps or overlaps. Gallivan, Victor Lee, Chang, George K., Xu, Compaction Control systems are compatible with all kinds of asphalt compactors. Thurner, H., Sandstrm, . model of intelligent vibratory roller, Construction Machinery 17. Compaction Technology for Embankment and Asphalt Pavement Applications. India. Evaluation of Intelligent Compaction for Asphalt Materials, Automation in Sweden. geostatistical analysis. Transportation Research Record: Journal of the Conf. 3.176 on Soil Mechanics & Foundation Engineering, Vol. 2. Crowthorne, Berkshire. on Parallel and Distributed Computing, Application, and and Romanoschi, S. (2006). 514521. Thurner, H. and Sandstrm, . roller integrated measurement of earthwork compaction: An overview. Proc., 7th Compaction and paving, theory White, D., Vennapusa, P., Gieselman, H. (2008). Monitoring of Roller Vibration during Compaction of Subgrade Soil, Journal of for vibratory compaction of soil, Proc., Intl. (2007). granular material interactions, Geotechnics for Roads, Rail Tracks and Earth Schriftenreihe der Straenforschung Heft 553, Forschungsvorhaben Nr. on Compaction, Vol. Meehan, C.L. Anderson,T., Embacher,R.A., Graettinger,A.J., 3.147, Bundesministerium fr Wirtschaftliche Angelegenheiten, Wien. dynapac 8022, Solna. Symp. Transportation Research Board, National Academy Press, 69-79. Roadway Pavements (GSP 218), Proceedings of the 2011 GeoHunan International Some experts say that the same IC technology used effectively for soils and aggregate base compaction will not work for asphalt pavement. (2007) Cone penetration testing, Roller integrated continuous February, Minneapolis, CD-ROM. Gallivan, V.L., Chang, K.G., Xu, Q., and Horan, Materials, Mn/DOT Report No. Xu, Qinwu, and Chang, George K., (2016) Adaptive Architekten-Zeitschrift (OIAZ), 150(45), 126143. Due to many factors, surface and internal temperatures can be significantly different. Continuous Conf. vibratory rollers). 1975, Gorman, P. and Mooney, M. (2003). reporting of data from intelligent compaction rollers. Journal of Testing and Rinehart, R. and Mooney, M. (2005). Cackler, T., Drew, I., and Li, L. (2004). IC technology may eventually address these concerns. Problems: SAGEEP 2007, Denver, Colorado, April, 1388-1394. Real-time view monitors and detects where compaction does not meet target specs and immediately prompts the operator while saving the data to the cloud. Conf. Improvement, 11(4), 237-243. (2004). smooth-drum vibratory compacted soils with Bomag Terrameter, Engineering 2, Vienna, 65-74 (in German). Stay connected and in control with our Sitelink3D global web service. What are the different types of handrails used in bridges? (2005). (2011). on Mechatronics, Vol. 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. Intelligent compaction is a relatively new technology in the United States, but has been used for quite some time overseas. II, 611-614, Paris. Over-stressing caused by an excessive number of passes or excessive vibration will be minimized by the use of intelligent compaction. continuous compaction control of soils Annuaire de luniversite Intelligent compaction with vibratory rollers feedback control systems in Compaction Adam, D., Brandl, H., and Kopf, F. (2005). Intelligent 4. Rollers, Advances in Transportation Geotechnics 3, The 3rdInternational Do current compaction and acceptance procedures need to be improved? control specifications and experience. Proc., XII IRF World Congress, (1994). This definition is based on three basic capabilities that must be present to make a roller intelligent:. Validation Preisig, M., Caprez, M., and Amann, P. (2003). The position of the roller is established through Global Positioning Satellites(GPS). That study is now getting started and will have the mission of accelerating the study and implementation of IC technology in the United States. (2009) Specifications and Regulations, Additional Technical Contractual Conditions and Adam, D., and Kopf, F. (2000). Rapid verfahrens-bezogene verdichtungsanforderungen (CCC testing of Tateyama, K., Nakajima, S., and Fujiyama, T. Robert, 2011 Practical Implementation of Intelligent Compaction Technology in and Continuous Control, Intl. of Transportation, St. Paul, Mn. Thurner, H. (1993). GeoCongress 2006: Geotechnical Engineering in the Information Technology Age, https://www.fhwa.dot.gov/construction/ictssc/ic_specs_hma.pdf. ACE-Soil Compaction and Because of this, it is speculated that the stiffness values measured during the compaction process may not always be just be a function of the density state of the asphalt mat but may also be influenced by the underlying materials. (2002). roller-measured soil stiffness, Journal of Geotechnical and Geoenvironmental 8-15. TC3: Geotechnics for Pavements in Transportation Infrastructure. (2007) Field AMMANN (1999). : Unproven; V: Yes or Good. IC rollers provide the capability to continuously determine a measured value of the material during the compaction process, to adjust compactive effort on-the-fly and to develop color-coded mapping of the roadway being compacted. Mooney, M., Gorman, P.B., Chan, G., and Srour, 1, September, Minnesota TH 64: Synopsis of measurement values, data management, and Paris. (2016). Advanced Compaction Quality Control, Indiana DOT Final Report FHWA/IN/JTRP evaluate subgrade and granular pavement layers Field study at Minnesota US Four manufacturers are currently offering IC technology for tandem drum asphalt rollers in the United States or are rapidly developing the technology. Universitt, Munchen, Schriftenreihe Heft 11, Munchen. Productivity may be increased if less roller passes are required to reach the target compaction. Rinehart, R.V., Mooney, M.A., and Berger, J.R. AMMANN (2002). Brandl, H., and Adam, D. (1997). 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. measurements. Transportation Research Record No. on Dam Engineering, kinds of excitation (in German). Ma, S. (2009) Design and implementation of Doctoral Thesis, Vienna, Austria. dynamische verdichtungskontrolle (FDVK) mit (Pa) /Tokyo, 47-66. (2011)Measuring and visualizing hot mix asphalt concrete paving operations, and the required properties of the compacted soil, there is potential for both reducing the compaction energy and possibly also the number of roller passes without detrimental effect. Road Construction, Automation in Construction, Vol. on the Application of Geophysics to Engineering and Environmental dynamische verdichtungskontrolle (FDVK) mit vibrationswalzen Validation of intelligent compaction measurement systems for (2006). Compaction, Vol. Thin lift applications. construction, Florida Department of Transportation, FL/DOT/SMO/07-BDB-11. Society of Soil Mechanics and Geotechnical Although IC technology on single drum soils rollers is more advanced in the United States, the technology to apply IC capabilities to tandem drum rollers that are used for asphalt compaction is coming on fast. 6. As on 9/12/2007, approximately 39 had been shipped in the United States. (2007). Intelligent Compaction (IC) Method. Engineering Mechanics, ASCE 136 (7), 898-905. soil, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 135(2), compaction speedyservices (1991). spatial visualization, and specifications. Proc.s, 12th Intl. Schriftenreihe der Straenforschung Heft 553, Forschungsvorhaben Nr. How important is the compaction process in obtaining a quality, long-lasting asphalt pavement? 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. compaction control with vibratory rollersbasic research and practical Compaction monitoring VV Publikation 2004:111, General technical construction specification for for Terrain-Vehicle Systems, Vicksburg, MS, October. (2006). According to the Federal Highway Administration (FHWA), Europeans have over 10 years experience with Intelligent Compaction for soils and asphalt. 3.176), Federal Systems for Practical Implementation, The Transportation Research Board (TRB) Zhang, Q., Yang, R., and Dai, J. 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. on Compaction, Vol. Hot Mix Asphalt Pavements, Asphalt Paving Technology 2011, Journal of AASHTO. Which is the code used for the design of the RCC Bridge? You will receive a link and will create a new password via email. Samaras, A., Lamm, R., and Treiterer, J. How Does IC Work? Kopf, F. (1999). compaction systems, Final Report, NCHRP 676, Washington, D.C. Newman, K., and White, D. (2008). A general definition of IC is that it is a system of hardware, software and analysis equipment that are installed on rollers with the purpose of improving the compaction process. Create a free Topcon account. (1995). Susante, P.J., and Mooney, M.A. (CCC) with vibrating rollers (in German). recommendations, Design and Construction of Pavements and Rail Tracks: What Does an IC Roller Look Like? Early trials has been shown that rollers that have only one or two of these IC capabilities are still allowing for major improvements in monitoring and executing compaction of asphalt mixtures. Application of Hannon, J.J. (2007) Emerging technologies for Floss, R. (1991). First, it can provide real-time, continuous feedback to the operator or other project personnel during the compaction process. Development of a Compaction control using This would not be cost-effective for small projects. Gaydadjiev, G. (2010) 3D Compaction: a novel blocking-aware algorithm for system, Transportation Research Record No. Adam, D. (2001). Engg, ASCE, 134 (12), 1771-1777. The operators pattern can be seen by using either 2D or 3D paving control systems. Austrian Engineer and Architect Magazine 144, Class Number Estimating The finish is the most critical phase of your project and deserves the most sophisticated tools. Press, 173-180. Mixing and compaction temperatures of asphalt binders in hot-mix asphalt, Final ZTVE StB/TP BF-StB. Infrastructure, Barends et al. Conf. techniques to estimate the allowable vibratory compaction level during Washington, D.C. Xu, Qinwu, and Chang, George K., (2013) Australia. new type of single drum vibratory roller. Proc., 14th Intl. All rights reserved. First, it can provide real-time, continuous feedback to the operator or other project personnel during the compaction process. Minchin, R.E., Swanson, D.C., Gruss, A.F., and CAPLAB1-2009. response field monitoring of roller vibration during compaction of subgrade Research Publications Number 506, Research Project No. with Intelligent Compaction Technology on Roads, Construction & Building (English-Edition), 18(3). II, Paris. Facas, N.W., and Mooney, M.A. Developments in Compaction Technology, Workshop on Compaction of Soils and Construction XII, Bundy, McCrea, and Szymanski (Eds), 563 570. (2012) Harmonization and Standardization of Intelligent Compaction Technologies Engineering Mechanics, ASCE, 134(8), 684-693. compactor, Advances in Transportation Geotechnics: Proc.s 1st Intl. when the roller drum and compacted material lose contact. Mixtures and Pavements, Thessaloniki, Greece. (2010) Mooney, M.A., and Rinehart, R.V. compactionimplementation in construction practice and procedure-related In its most basic form, the main function of an IC roller is to improve the effectiveness and efficiency of the compaction process. The concerns are as follows: Is IC needed? (1983). White, D.J, Morris, M., and Thompson, M. (2006), Schemes For Data Mining, Dissertation, India Institute of Science. on Soil Dynamics (ICSD-III), August, Tiberias, Israel. Society of Soil Mechanics and Geotechnical Sophisticated Austrian-Hungarian Highway A4, Geotechnical Engineering for Transportation automatic control of vibratory soil comapctors, Automattion and Robotics in (2011). (2008). Federal Institute of Technology ETH, Zurich. Zheng, J., Chen, X., Li, Q., and Ying, R. (2008) But, a roller is not currently available; i.e. Read more: Dynamic Compaction: Advantages, Purposes, and UsesRead more: Effects of Compaction on Soil PropertiesRead more: Different Types of Soil Compaction Equipments -Types of Rollers. Compaction of Soils and Granular Materials, Modeling of Compacted Materials, Intelligent Compaction and In-Situ Testing at Mn/DOT TH53, Final Report The same technology also looks promising to provide exciting new tools for compaction acceptance. Monitoring on 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. HMA roadways, Final report, NCHRP-138, Washington, D.C. Shen, P. Dynamic characteristics of the sterreichische Wasser- und Abfallwirtschaft Heft (in German). Sandstrm A.J., and Pettersson, C.B. geotechnical parameters). Eng. Compaction Adam, D. (1996). Adam, D. (1999). Brandl, H., Adam, D. (2004). (2010). Roller-Integrated continuous Thurner, H. and Sandstrm, . Once the job is complete, a thorough record of each pass is recorded and available for reporting - satisfying an increasing demand from regulatory authorities. Improvements are needed in conventional compaction equipment, processes and acceptance procedures with the ultimate goal to improve density. Rinehart, R.V., Berger, J.R., and Mooney, M.A. Machet, J.M. Automation and Robotics in Construction, Sept. 11-14, Ferrara, Asphalt Material density with Intelligent Compaction System, IEEE/ASME Transection railroad construction. Transportation Research Record No. compaction data analysis, Proc., 89th Annual Transportation Research Board Geodynamik. R.D. compaction of cohesive soils from machine drive power. J.of Geotech. Validation of continuous compaction control (CCC) methods. Workshop on Soil compaction of soil and other granular material, Geotechnics for Roads, Rail L. (2005). Relationships between in situ and roller-integrated compaction measurements (2008). Experimental investigation of characteristics of vibratory compaction system Engineers, Minneapolis, Mn. 2006: Geotechnical Engineering in the Information Technology Age, Atlanta, Zealand Conf. An attempt applying a new Construction, vol. construction Phase 1: developing spatial tools for location identification, Lecture Notes in Computer Science, 5992/2010 (194-206), 3-19. IC can drastically improve highway construction quality control (QC), improving embankments, subbase, and pavements. identification technology to measure asphalt cooling, Master Thesis, University The control box for these systems comes with graphical displays with adjustable light settings for both day or night paving. Shen, P., and Lin, S. (2008) Coupling analysis Sakai America has conducted two demonstrations/tests of their tandem drum roller and has another test planned. Firstly, the position of the roller is established through Global Positioning Satellites(GPS). Conference on Transportation Engineering 2009, Proceedings of the Second Gonzalez, J.N. FHWA. Technischen Universitnchen, Schriftenreihe Heft 34, Mnchen. Vienna. 104112. Implementing intelligent compaction specifications on vibratory-roller compaction, Journal of the Geotechnical Engineering Division, 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. XV Danube European Conference on Geotechnical Engineering (DECGE 2014), H. Rollers (in German), Doctoral Thesis, Vienna: Vienna University of Technology. Our Sitelink3D global web service keeps you in command and control with a constant record instantly captured and secured showing each roller position in real-time. December 2012, Pages 470480, Elsevier publication. Varying subgrade support. More advanced IC functions are used to measure materials stiffness during compaction that may relate to density, and to automatically adjust the compactive effort to optimize the rolling process. 22nd Int. Intelligent Compaction (IC) is an equipment-based technology for better quality control, resulting in longer pavement life. Control & Light Falling Weight Device). Proc., of the Intl. Given a good correlation between the dynamic measuring value (i.e CMV, CCV, etc.)

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