Testing development of different surface treatments on pervious concrete

Mina YEKKALAR, Liv HASELBACH, Quinn LANGFITT

PDF(1156 KB)
PDF(1156 KB)
Front. Struct. Civ. Eng. ›› 2016, Vol. 10 ›› Issue (4) : 385-393. DOI: 10.1007/s11709-016-0351-0
RESEARCH ARTICLE
RESEARCH ARTICLE

Testing development of different surface treatments on pervious concrete

Author information +
History +

Abstract

Pervious concrete systems are developing stormwater management technologies which also have wintertime benefits as melting snow may percolate into the system instead of refreezing on the surface. Enhancing the surface microtexture of pervious concrete may also be beneficial in preventing icing or slipping by pedestrians. This research explored different surface treatments on pervious concrete specimens both qualitatively from personal judgements, and quantitatively through static friction measurements with a spring balance with respect to “slipperiness”. The tests were performed on both dry and wet specimens. One aim was to determine whether the spring balance method may be a simple test for comparing surface treatments on pavement samples with little surface area such as laboratory specimens or sidewalk sections. The other purpose was to make a preliminary decision of which surface treatments to use for a sidewalk installation for future studies on wintertime performance. The reliability analysis of the spring balance results showed that there was high operator consistency. In addition, there was a high level of consistency on average results between the quantitative and qualitative methods. This implies that the spring balance test may be an acceptable methodology for comparative analyses with respect to static friction.

Keywords

pervious concrete / static coefficient of friction / pedestrian

Cite this article

Download citation ▾
Mina YEKKALAR, Liv HASELBACH, Quinn LANGFITT. Testing development of different surface treatments on pervious concrete. Front. Struct. Civ. Eng., 2016, 10(4): 385‒393 https://doi.org/10.1007/s11709-016-0351-0

References

[1]
Valavala S, Montes F, Haselbach L. Area rated rational coefficient values for portland cement pervious concrete pavement. Journal of Hydrologic Engineering, 2006, 11(3): 257–260
[2]
Haselbach L, Poor C, Tilson J. Dissolved zinc and copper retention from stormwater runoff in ordinary portland cement pervious concrete. Construction & Building Materials, 2014, 53C: 652–657
[3]
Montes F, Valavala S, Haselbach L. A new test method for porosity measurements of portland cement pervious concrete. Journal of ASTM International, 2005, 2(1): 13
[4]
Litzka J. Austrian experiences with winter maintenance on porous asphalt. In: Proceedings Ninth International Conference on Asphalt Pavements. Copenhagen, Denmark, 2002
[5]
Martinez F C, Poecker R A. Evaluation of deicer applications on open graded pavements. Oregon Department of Transportation and Federal Highway Administration. FHWA-OR-RD-06–12, 2006
[6]
Huber G. Performance Survey on Open-Graded Friction Course Mixes. National Cooperative Highway Research Program. National Academy Press, Synthesis of Highway Practice, 2000, 284
[7]
Kevern J, King G W, Bruetsch A. Pervious concrete surface characterization to reduce slip-related falls. American Society of Civil Engineers Journal of Performance of Constructed Facilities, 2012, 26(4): 526–531
[8]
ASTM. Standard Test Method for Skid Resistance of Paved Surfaces Using a Full-Scale Tire, ASTM E274. ASTM International, West Conshohocken, PA, 2011
[9]
ASTM. Standard Specification for Standard Rib Tire for Pavement Skid-Resistance Tests, ASTM E501. ASTM International, West Conshohocken, PA, 2008
[10]
Luce A, Mahmoud E, Masad E, Chowdhury A. Relationship of aggregate microtexture to asphalt pavement skid resistance. ASTM International, 2007, 35(6): 578–588
[11]
USDOT. ADA Accessibility Guidelines for Transportation Vehicles. Appendix to Part 1192—Advisory Guidance. U S Department of Transportation. Published September 6, 1991 and amended September 28, 1998
[12]
Santos P M D, Julio E N B S. A state-of-the-art review on roughness quantification methods for concrete surfaces. Construction and Building Materials, 2013, 38, 912–923
[13]
Haselbach L, Werner B. Pervious concrete performance in eastern Washington: surface infiltration. In: Proceedings ASCE Low Impact Development Conference, Houston Texas, January, 2015
[14]
ASTM. Standard Test Method for Density and Void Content of Freshly Mixed Pervious Concrete, ASTM C1688. ASTM International, West Conshohocken, PA, 2008
[15]
ASTM. Standard Test Method for Infiltration Rate of In Place Pervious Concrete. ASTM C1701. ASTM International, West Conshohocken, PA, 2009
[16]
Gao J, Luedtke W D, Gourdon D, Ruths M, Israelachvili J N, Landman U. Frictional forces and Amontons’ law: from the molecular to the macroscopic scale. Journal of Physical Chemistry B, 2004, 108(11): 3410–3425
[17]
Stemler S E. A comparison of consensus, consistency, and measurement approaches to estimating interrater reliability. Practical Assessment, Research & Evaluation, 2004, 9(4): 1–19
[18]
Gwet K L. Handbook of Inter-Rater Reliability: The Definitive Guide to Measuring the Extent of Agreement Among Raters. Advanced Analytics, LLC, Gaithersburg, MD, 2012
[19]
Cohen J. Statistical Power Analysis for the Behavioral Sciences. L. Erlbaum Associates, Hillsdale, NJ, 1988, 75–107
[20]
Gonzalez M, de Oliveira Lima A, Tighe S.Nanoconcrete for Rigid Pavements Abrasion Response and Impact on Friction. Transportation Research Record: Journal of the Transportation Research Board, No. 2441, Transportation Research Board of the National Academies, Washington, 2014

Acknowledgements

The authors would like to thank Milad Haddadi, Benjamin Natasai and Karen Adams of Washington State University (WSU) for performing several of the tests. We would further like to thank Pre-Mix of Pullman for its generous preparation and donation of materials, and WSU Facilities Services for its cooperation in helping us field test our specimens. This work was generously funded by the Washington State Department of Ecology Husseman Fund and the USDOT University Transportation Center; The Center for Environmentally Sustainable Transportation in Cold Climates (CESTiCC).

RIGHTS & PERMISSIONS

2016 Higher Education Press and Springer-Verlag Berlin Heidelberg
AI Summary AI Mindmap
PDF(1156 KB)

Accesses

Citations

Detail

Sections
Recommended

/