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Large-size aggregates for road construction—a review of standard specifications and test methods

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Abstract

Construction aggregates are essential structural components in road structures, whether in unbound form or combined with cement or bitumen. Specifications and test methods for aggregates are standardised, but current standards are limited concerning the maximal aggregate size for which they apply. This paper deals with standard specifications and test methods for large-size road construction aggregates, reviewing a new Norwegian national standard for large-size aggregates. The standard test methods and their validity and applicability for use on large-size aggregates for road construction are evaluated. The differentiation between requirements regarding the rock material (single rocks) and the aggregate product is specifically discussed, as is the specific challenges related to the use of all-in aggregates. Current standards for construction aggregates do not cover all challenges related to description and quality assessment of construction aggregates. Quality assessment is particularly challenging for large-size aggregates, and this topic needs a better description by international standards. Field methods and digital image processing are introduced as solutions for some of the practical challenges related to sampling for large-size aggregates. The new Norwegian standard could be the first step towards a European standard for large-size aggregates.

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References

  • Al Rousan TM (2005) Characterization of aggregate shape properties using a computer automated system. Doctoral dissertation, Texas A&M University. http://hdl.handle.net/1969.1/1485

  • ASTM C131/C131M-14 (2014) Standard test method for resistance to degradation of small-size coarse aggregate by abrasion and impact in the Los Angeles Machine. doi: https://doi.org/10.1520/C0131_C0131M-14

  • ASTM C535–16 (2016) Standard test method for resistance to degradation of large-size coarse aggregate by abrasion and impact in the Los Angeles Machine. doi: https://doi.org/10.1520/C0535-16

  • Barrett PJ (1980) The shape of rock particles, a critical review. Sedimentology 27:291–303. https://doi.org/10.1111/j.1365-3091.1980.tb01179.x

    Article  Google Scholar 

  • Benediktsson S (2015) Effects of particle shape on mechanical properties of aggregates. Master’s thesis, NTNU - Norwegian University of Science and Technology. https://ntnuopen.ntnu.no/ntnu-xmlui/handle/11250/2350432

  • Casagrande A (1932) A new theory of frost heaving: discussion. Proc US Highw Res Board:168–172

  • Cavarretta I, Coop M, O’Sullivan C (2010) The influence of particle characteristics on the behaviour of coarse grained soils. Géotechnique 60:413–423. https://doi.org/10.1680/geot.2010.60.6.413

    Article  Google Scholar 

  • Cekerevac C, Baltzer S, Charlier R, Chazallon C, Erlingsson S, Gajewska B, Hornych P, Kraszewski C, Pavšič P (2009) Water influence on mechanical behaviour of pavements: experimental investigation. In: Dawson A (ed) Water in road structures: movement, Drainage and Effects. Springer Netherlands, Dordrecht, pp 217–242. https://doi.org/10.1007/978-1-4020-8562-8_10

    Chapter  Google Scholar 

  • Chamberlain EJ (1981) Frost susceptibility of soil - review of index tests. Cold Regions Research and Engineering Lab https://apps.dtic.mil/docs/citations/ADA111752

  • Chandan C, Sivakumar K, Masad E, Fletcher T (2004) Application of imaging techniques to geometry analysis of aggregate particles. J Comput Civ Eng 18:75–82. https://doi.org/10.1061/(ASCE)0887-3801(2004)18:1(75)

    Article  Google Scholar 

  • Dawson A (ed) (2009) Water in road structures: movement, drainage and effects. Geotechnical, geological and earthquake engineering, vol 5. Springer Netherlands, Dordrecht. https://doi.org/10.1007/978-1-4020-8562-8

  • Di Maria F, Bianconi F, Micale C, Baglioni S, Marionni M (2016) Quality assessment for recycling aggregates from construction and demolition waste: an image-based approach for particle size estimation. Waste Manag 48:344–352. https://doi.org/10.1016/j.wasman.2015.12.005

    Article  Google Scholar 

  • EN 1097–1 (2011) Tests for mechanical and physical properties of aggregates - part 1: determination of the resistance to wear (micro-Deval) EN 1097–1:2011. European Committee for Standardization, Brussels

    Google Scholar 

  • EN 1097–2 (2010) Tests for mechanical and physical properties of aggregates - part 2: methods for the determination of resistance to fragmentation EN 1097-2:2010. European Committee for Standardization, Brussels

    Google Scholar 

  • EN 13242 (2007) Aggregates for unbound and hydraulically bound materials for use in civil engineering work and road construction EN 13242:2002+A1:2007. European Committee for Standardization, Brussels

    Google Scholar 

  • EN 13285 (2018) Unbound mixtures - specifications EN 13285:2018. European Committee for Standardization, Brussels

    Google Scholar 

  • EN 13286–7 (2004) Unbound and hydraulically bound mixtures - part 7: cyclic load triaxial test for unbound mixtures EN 13286-7:2004. European Committee for Standardization, Brussels

    Google Scholar 

  • EN 13383–1 (2002) Armourstone - part 1: specification EN 13383–1:2002. European Committee for Standardization, Brussels

    Google Scholar 

  • EN 933–1 (2012) Tests for geometrical properties of aggregates - part 1: determination of particle size distribution - sieving method EN 933–1:2012. European Committee for Standardization, Brussels

    Google Scholar 

  • EN 933–3 (2012) Tests for geometrical properties of aggregates - part 3: determination of particle shape - flakiness index EN 933–3:2012. European Committee for Standardization, Brussels

    Google Scholar 

  • EN 933–4 (2008) Tests for geometrical properties of aggregates - part 4: determination of particle shape - shape index EN 933–4:2008. European Committee for Standardization, Brussels

    Google Scholar 

  • Erichsen E (2013) Vurdering av testmetoder for tilslagsmaterialer. Geological survey of Norway; Norwegian Public Roads Administration, Trondheim, Norway

  • Erichsen E, Ulvik A, Sævik K (2011) Mechanical degradation of aggregate by the Los Angeles-, the micro-Deval- and the Nordic test methods. Rock Mech Rock Eng 44:333–337. https://doi.org/10.1007/s00603-011-0140-y

    Article  Google Scholar 

  • Erlingsson S, Rahman MS (2013) Evaluation of permanent deformation characteristics of unbound granular materials by means of multistage repeated-load triaxial tests. Transp Res Rec J Transp Res Board 2369:11–19. https://doi.org/10.3141/2369-02

    Article  Google Scholar 

  • Fernlund JMR, Zimmerman RW, Kragic D (2007) Influence of volume/mass on grain-size curves and conversion of image-analysis size to sieve size. Eng Geol 90:124–137. https://doi.org/10.1016/j.enggeo.2006.12.007

    Article  Google Scholar 

  • Fladvad M, Aurstad J, Wigum BJ (2017) Comparison of practice for aggregate use in road construction - results from an international survey. In: Loizos A, Al-Qadi I, Scarpas T (eds) Bearing capacity of roads, railways and airfields: proceedings of the 10th international conference on the bearing capacity of roads, railways and airfields (BCRRA 2017), June 28–30, 2017, Athens, Greece. CRC Press, Athens, pp 563–570

    Chapter  Google Scholar 

  • Franklin JAA, Kemeny JMM, Girdner KKK (1996) Evolution of measuring systems: a review. In: Franklin JA, Katsabanis T (eds) Proceedings of the FRAGBLAST 5 workshop on measurement of blast fragmentation. AA Balkema, Montreal, pp 47–52

    Google Scholar 

  • Hauck C (1989) Grusmaterialers vannømfintlighet. Thesis, University of Oslo

  • Heikkila P (1991) Improving the quality of crushed rock aggregate Acta Polytech Scand N96

  • Höbeda P (1988) Krossningens betydelse på stenkvalitet, särskilt med avseende på kornform: en litteraturstudie. Statens Väg-och Trafikinstitut., VTI notat V 68, Linköping, Sweden

  • Höbeda P, Thorén H (1989) Use of unbound pavement materials in Sweden and other Scandinavian countries. Unbound Aggregates in Roads 284–291. https://doi.org/10.1016/B978-0-408-04355-7.50042-X

  • Indraratna B, Ionescu D, Christie HD (1998) Shear behavior of railway ballast based on large-scale triaxial tests. J Geotech Geoenviron Eng 124:439–449. https://doi.org/10.1061/(ASCE)1090-0241(1998)124:5(439)

    Article  Google Scholar 

  • Konrad J-M, Lemieux N (2005) Influence of fines on frost heave characteristics of a well-graded base-course material. Can Geotech J 42:515–527. https://doi.org/10.1139/t04-115

    Article  Google Scholar 

  • Kuo C-Y, Freeman RB (2000) Imaging indices for quantification of shape, angularity, and surface texture of aggregates. Transp Res Rec J Transp Res Board 1721:57–65. https://doi.org/10.3141/1721-07

    Article  Google Scholar 

  • Kwon J, Kim S-H, Tutumluer E, Wayne MH (2017) Characterisation of unbound aggregate materials considering physical and morphological properties. Int J Pavement Eng 18:303–308. https://doi.org/10.1080/10298436.2015.1065997

    Article  Google Scholar 

  • Lees G (1964) The measurement of particle shape and its influence in engineering materials. Br Granite Whinstone Fed J 4:17–38

    Google Scholar 

  • Lekarp F, Dawson A (1998) Modelling permanent deformation behaviour of unbound granular materials. Constr Build Mater 12:9–18. https://doi.org/10.1016/S0950-0618(97)00078-0

    Article  Google Scholar 

  • Lekarp F, Isacsson U, Dawson A (2000) State of the art. I: resilient response of unbound aggregates. J Transp Eng 126:66–75. https://doi.org/10.1061/(ASCE)0733-947X(2000)126:1(66)

    Article  Google Scholar 

  • Moaveni M, Wang S, Hart JM, Tutumluer E, Ahuja N (2013) Evaluation of aggregate size and shape by means of segmentation techniques and aggregate image processing algorithms. Transp Res Rec J Transp Res Board 2335:50–59. https://doi.org/10.3141/2335-06

    Article  Google Scholar 

  • Mora CF, Kwan AKH, Chan HC (1998) Particle size distribution analysis of coarse aggregate using digital image processing. Cem Concr Res 28:921–932. https://doi.org/10.1016/S0008-8846(98)00043-X

    Article  Google Scholar 

  • Nordal R (1960) Berelag for vegar. Meddelelse

  • Norwegian Public Roads Administration (2018) Håndbok N200 Vegbygging. Statens vegvesen Vegdirektoratet, Oslo

    Google Scholar 

  • NS 3468 (2019) Coarse materials of stone for use in civil engineering works - specification NS 3468:2019. Standard Norge, Lysaker

    Google Scholar 

  • ÖNORM B 4811 (2013) Gesteinskörnungen für ungebundene Tragschichten im Straßen- und Flugplatzbau - Beurteilung der Frostsicherheit. Österreichisches Normungsinstitut (ON), Vienna

    Google Scholar 

  • Pan T, Tutumluer E (2005) Imaging based evaluation of coarse aggregate size and shape properties affecting pavement performance. Adv Pavement Eng 1–15. https://doi.org/10.1061/40776(155)3

  • Rahman MS, Erlingsson S (2015) A model for predicting permanent deformation of unbound granular materials. Road Mater Pavement Des 16:653–673. https://doi.org/10.1080/14680629.2015.1026382

    Article  Google Scholar 

  • Räisänen M, Mertamo M (2004) An evaluation of the procedure and results of laboratory crushing in quality assessment of rock aggregate raw materials. Bull Eng Geol Environ 63:33–39. https://doi.org/10.1007/s10064-003-0218-1

    Article  Google Scholar 

  • Rieksts K (2018) Heat transfer characteristics of crushed rock and lightweight aggregate materials. PhD thesis, NTNU - Norwegian University of Science and Technology. http://hdl.handle.net/11250/2572091

  • Sneed ED, Folk RL (1958) Pebbles in the lower Colorado River, Texas a study in particle morphogenesis. J Geol 66:114–150. https://doi.org/10.1086/626490

    Article  Google Scholar 

  • Swedish Transport Administration (2017) Obundna lager för vägkonstruksjoner, 3rd edn. Trafikverket

  • Terzi M (2018) Particle size distribution analysis in aggregate processing plants using digital image processing methods. Rev Rom Mater 48:514 https://search.proquest.com/docview/2162376059?accountid=12870

    Google Scholar 

  • Tutumluer E, Pan T (2008) Aggregate morphology affecting strength and permanent deformation behavior of unbound aggregate materials. J Mater Civ Eng 20:617–627. https://doi.org/10.1061/(ASCE)0899-1561(2008)20:9(617)

    Article  Google Scholar 

  • Uthus L, Hermansson Å, Horvli I, Hoff I (2006) A study on the influence of water and fines on the deformation properties and frost heave of unbound aggregates. In: Davies M, Zufelt JE (eds) Current practices in cold regions engineering. American Society of Civil Engineers, Reston, pp 1–13. https://doi.org/10.1061/40836(210)65

    Chapter  Google Scholar 

  • Uthus L, Hoff I, Horvli I (2005) Evaluation of grain shape characterization methods for unbound aggregates. In: proceedings of the seventh international conference on the bearing capacity of road, railways and airfields (BCRA). Trondheim, Norway. https://www.ntnu.no/ojs/index.php/BCRRA/article/view/3180

  • Zingg T (1935) Beitrag zur Schotteranalyse. Doctoral thesis, ETH Zürich. https://doi.org/10.3929/ethz-a-000103455

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Acknowledgements

This research is financed by the Norwegian Public Roads Administration with contribution from the Research Council of Norway through the industrial innovation project use of local materials (project no. 256541).

The authors would like to thank Knut Li from Franzefoss Pukk/Norwegian Mineral Industry for clarifying discussions regarding NS 3468, and Merete Murvold from Standards Norway for providing access to standards and other documents.

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Correspondence to Marit Fladvad.

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This manuscript constitutes a part of the first author's PhD degree at the Department of Geoscience and Petroleum, NTNU–Norwegian University of Science and Technology.

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Fladvad, M., Ulvik, A. Large-size aggregates for road construction—a review of standard specifications and test methods. Bull Eng Geol Environ 80, 8847–8859 (2021). https://doi.org/10.1007/s10064-019-01683-z

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