Kajian Kelayakan Jalan Angkut Menggunakan Metode AASHTO, Unsurfaced Road Condition Indeks dan California Bearing Ratio di PT Mandala Karya Prima, Kalimantan Utara

PT Mandala Karya Prima is facing challenges due to damage to the roadway that has caused a decline in travel hauler performance, resulting in unmet overburden production targets. The purpose of this research is to evaluate and recommend road geometry based on AASHTO methods, transport road quality based on URCI values, and transport road bearing capacity based on CBR testing using the DCP tool. The width of the straight road ranges from 26 to 47 meters, and 22 meters on curved roads. The road grade varies from 1.666% to 10.041%, and the cross slope is not formed. The superelevation is 0.0156 m/m with a curvature radius of 30.387 meters. The quality value of the transport road on Jl. Jati STA 200 – 1700 is 51-73 with a Good rating on the dry loading lane and on the post-rain loading lane with a value of 39-67 and a Fair rating. Meanwhile, the URCI value on the empty lane with dry conditions is 59-77 with a Good rating, and on the empty lane under post-rain conditions, it has a Good rating with values ranging from 32-69. The varying CBR values range from 18.1% to 31%, with an average of 25.6%, which is still below the required standard of 36.23%. Recommendations that can be made for improving access roads include road widening, spoil relocation, reformation of drainage, road material backfilling, use of graders and compactors, and patching at several points.

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Publication Details

Journal
MINERAL
Published
2025-04-01
DOI
https://doi.org/10.33019/93fsva56
Primary Topic
Geotechnical and construction materials studies
Type
article
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article

Kajian Kelayakan Jalan Angkut Menggunakan Metode AASHTO, Unsurfaced Road Condition Indeks dan California Bearing Ratio di PT Mandala Karya Prima, Kalimantan Utara

CINDY GRESTINA SILABAN, Delita Ega Andini, Edwin Harsiga
MINERAL
Geotechnical and construction materials studies
article

Kajian Kelayakan Jalan Angkut Menggunakan Metode AASHTO, Unsurfaced Road Condition Indeks dan California Bearing Ratio di PT Mandala Karya Prima, Kalimantan Utara

CINDY GRESTINA SILABAN, Delita Ega Andini, Edwin Harsiga
article en

Abstract

PT Mandala Karya Prima is facing challenges due to damage to the roadway that has caused a decline in travel hauler performance, resulting in unmet overburden production targets. The purpose of this research is to evaluate and recommend road geometry based on AASHTO methods, transport road quality based on URCI values, and transport road bearing capacity based on CBR testing using the DCP tool. The width of the straight road ranges from 26 to 47 meters, and 22 meters on curved roads. The road grade varies from 1.666% to 10.041%, and the cross slope is not formed. The superelevation is 0.0156 m/m with a curvature radius of 30.387 meters. The quality value of the transport road on Jl. Jati STA 200 – 1700 is 51-73 with a Good rating on the dry loading lane and on the post-rain loading lane with a value of 39-67 and a Fair rating. Meanwhile, the URCI value on the empty lane with dry conditions is 59-77 with a Good rating, and on the empty lane under post-rain conditions, it has a Good rating with values ranging from 32-69. The varying CBR values range from 18.1% to 31%, with an average of 25.6%, which is still below the required standard of 36.23%. Recommendations that can be made for improving access roads include road widening, spoil relocation, reformation of drainage, road material backfilling, use of graders and compactors, and patching at several points.

MINERALVol. 10(1)
University of Bangka Belitung (ID)
Openalex Percentile: Top 80%
Geotechnical and construction materials studies
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