The Effect of Adding Pc Strand Waste to K-350 Quality Concrete on the Compressive Strength, Flexural Strength, and Abrasion of Concrete for Rigid Pavement Applications

Susanto, Hery Awan; Nugraha, Muhammad Zilzaludin Putra; Saputro, Dani Nugroho; Vernanda, Muhammad Alfin Ferry; Warokka, Janette Anastacia Maria; Pangestika, Safety Husna

doi:10.22059/ceij.2026.375139.2197

The Effect of Adding Pc Strand Waste to K-350 Quality Concrete on the Compressive Strength, Flexural Strength, and Abrasion of Concrete for Rigid Pavement Applications

Articles in Press

Document Type : Technical Notes

Authors

Hery Awan Susanto ¹

Muhammad Zilzaludin Putra Nugraha ²

Dani Nugroho Saputro ³

Muhammad Alfin Ferry Vernanda ³

Janette Anastacia Maria Warokka ²

Safety Husna Pangestika ³

¹ Jl. Mayjend Sugkono Km.5 Blater Kalimanah

² PT. Waskita Beton Precast

³ Universitas Jenderal Soedirman

10.22059/ceij.2026.375139.2197

Abstract

Steel Fiber Reinforced Concrete (SFRC) enhances concrete's mechanical properties, such as tensile and compressive strength, as well as abrasion resistance. At PT. Waskita Beton Precast Plant Karawang, waste from prestressed strands (PC strand) has raised environmental concerns. This study examines the effect of adding PC strand waste to concrete's mechanical properties. Tests were performed on concrete beams (60x15x15 cm) for flexural strength, cylinders (30x15 cm) for compressive strength, and smaller cylinders (10x6.67 cm) for abrasion resistance, with variations of PC strand content at 7, 14, and 28 days.
The results show that adding 1.5% PC strand significantly improved the concrete's properties. Compressive strength increased by 13.15% (4.13 MPa), and flexural strength rose by 57.84% (2.62 MPa) with 2.0% PC strand. The abrasion test indicated the lowest mass loss in concrete without PC strand. The optimal mix, with 1.5% PC strand, achieved a compressive strength of 34.64 MPa, flexural strength of 6.58 MPa, and mass loss of 1.77 grams. This concrete is suitable for rigid pavement and bridge structures.

Keywords

Pc strand

compressive strength

flexural tensile strength

abrasion

rigid pavement

Subjects