EVALUATION OF CONCRETE PERFORMANCE OF CONCRETE MADE WITH STEEL TURNING WASTE FOR RIGID ROAD PAVEMENT

Anggara Yulian Pradana; Muhtar; Senki Desta Galuh; Nanang Saiful Rizal; Rian Bagus Setiawan

doi:10.21009/jpensil.v15i3.67533

Authors

Anggara Yulian Pradana Department of Civil Engineering, Faculty of Engineering, Muhammadiyah University of Jember
Muhtar Department of Civil Engineering, Faculty of Engineering, Muhammadiyah University of Jember
Senki Desta Galuh Department of Civil Engineering, Faculty of Engineering, Muhammadiyah University of Jember
Nanang Saiful Rizal Department of Civil Engineering, Faculty of Engineering, Muhammadiyah University of Jember
Rian Bagus Setiawan Department of Civil Engineering, Faculty of Engineering, Muhammadiyah University of Jember

DOI:

https://doi.org/10.21009/jpensil.v15i3.67533

Keywords:

Rigid Pavement, Steel Turning Waste, Flexural Strength, Compressive Strength, Sustainable Concrete

Abstract

Concrete for rigid pavements requires sufficient mechanical strength to withstand repeated traffic loads. This study examines the effect of steel turning waste as an additive on the mechanical properties of concrete, particularly in terms of compressive and flexural strength. Experimental research was conducted in a laboratory using concrete mixtures containing 0%, 10%, and 15% steel turning waste by weight of cement. Cylindrical test specimens with dimensions of 15 × 30 cm were used for compressive strength testing, while beam-shaped test specimens measuring 15 × 15 × 60 cm were used for flexural strength testing. Testing was conducted at 7 and 28 days of age. At 7 days of age, the mixture with a 10% content recorded the highest compressive strength of 20.44 MPa, while the 15% mixture reached 19.48 MPa. At 28 days, the compressive strength increased to 29.07 MPa for the 10% mixture and 31.56 MPa for the 15% mixture, compared to normal concrete, which reached only 22.51 MPa. The 15% mixture also recorded the highest flexural strength at 28 days, at 4.03 MPa, higher than that of normal concrete at 3.17 MPa, representing an increase of approximately 27.1%. Although flexural strength decreased at 7 days with increasing waste content, the 15% mixture showed the highest mechanical performance at 28 days. The results indicate that steel turning waste can improve the compressive and flexural strength of concrete under the tested laboratory conditions.

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