<mets:mets OBJID="eprint_6414" LABEL="Eprints Item" xsi:schemaLocation="http://www.loc.gov/METS/ http://www.loc.gov/standards/mets/mets.xsd http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-3.xsd" xmlns:mets="http://www.loc.gov/METS/" xmlns:mods="http://www.loc.gov/mods/v3" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance"><mets:metsHdr CREATEDATE="2026-11-10T18:04:15Z"><mets:agent ROLE="CUSTODIAN" TYPE="ORGANIZATION"><mets:name>Repository Universitas Bojonegoro</mets:name></mets:agent></mets:metsHdr><mets:dmdSec ID="DMD_eprint_6414_mods"><mets:mdWrap MDTYPE="MODS"><mets:xmlData><mods:titleInfo><mods:title>Pengendalian Kualitas Beton Menggunakan Metode Statistical Quality Control (SQC) dan Failure Mode And Effect Analysis (FMEA): Studi Kasus CV. Mk Beton</mods:title></mods:titleInfo><mods:name type="personal"><mods:namePart type="given">Bimantaka</mods:namePart><mods:namePart type="family">Kuncoro Dion Bimantaka</mods:namePart><mods:role><mods:roleTerm type="text">author</mods:roleTerm></mods:role></mods:name><mods:abstract>Pengendalian kualitas merupakan salah satu aspek penting dalam proses produksi beton untuk memastikan produk yang dihasilkan memenuhi standar mutu yang telah ditetapkan. Penelitian ini bertujuan untuk menganalisis pengendalian kualitas mutu beton K-350 serta menentukan prioritas perbaikan berdasarkan faktor penyebab ketidaksesuaian mutu pada CV. MK Beton menggunakan metode Statistical Quality Control (SQC) dan Failure Mode and Effect Analysis (FMEA). Metode SQC digunakan melalui check sheet, histogram, diagram Pareto, dan peta kendali (control chart) untuk mengetahui kondisi dan variasi mutu beton. Selanjutnya, FMEA digunakan untuk mengidentifikasi potensi kegagalan dan menentukan tingkat risiko berdasarkan Severity (S), Occurrence (O), dan Detection (D), kemudian dihitung nilai Risk Priority Number (RPN) sebagai dasar penentuan prioritas perbaikan. Hasil penelitian menunjukkan bahwa dari 30 sampel pengujian kuat tekan beton masih terdapat beberapa sampel yang berada di bawah standar mutu beton K-350 sebesar 35 MPa. Hasil analisis menunjukkan bahwa ketidaksesuaian mutu berkaitan dengan faktor material, metode, manusia, mesin, pengukuran, dan lingkungan. Berdasarkan analisis FMEA, penyebab kegagalan dengan nilai RPN tertinggi adalah kadar air agregat tidak stabil sebesar 360, diikuti komposisi campuran beton tidak konsisten sebesar 315, kesalahan operator dalam penimbangan material sebesar 252, dan curing yang tidak sesuai standar sebesar 240. Berdasarkan hasil tersebut, prioritas perbaikan diarahkan pada pengendalian faktor penyebab yang memiliki tingkat risiko tertinggi guna mengurangi potensi kegagalan dan meningkatkan konsistensi mutu beton K-350.</mods:abstract><mods:classification authority="lcc">Prodi Teknik Industri</mods:classification><mods:originInfo><mods:dateIssued encoding="iso8601">2026-07-30</mods:dateIssued></mods:originInfo><mods:originInfo><mods:publisher>Sains Dan Teknik;Teknik Industri</mods:publisher></mods:originInfo><mods:genre>Thesis</mods:genre></mets:xmlData></mets:mdWrap></mets:dmdSec><mets:amdSec ID="TMD_eprint_6414"><mets:rightsMD ID="rights_eprint_6414_mods"><mets:mdWrap MDTYPE="MODS"><mets:xmlData><mods:useAndReproduction>
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