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  <titleInfo>
    <title>Design of centro street to San Isidro barangay road, Buluang, Baao, Camarines Sur</title>
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  <name type="personal">
    <namePart>Badong, Maria Elizabeth B.</namePart>
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  <name type="personal">
    <namePart>Balderas, Carmel Dane M.</namePart>
    <role>
      <roleTerm type="text">author.,</roleTerm>
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  <name type="personal">
    <namePart>Barreras, Ma. Angelica M.</namePart>
    <role>
      <roleTerm type="text">author.,</roleTerm>
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  <name type="personal">
    <namePart>Brabante, Hannah Mae N.</namePart>
    <role>
      <roleTerm type="text">author.,</roleTerm>
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  <name type="personal">
    <namePart>Salcedo, Angelica Mae A.</namePart>
    <role>
      <roleTerm type="text">author.,</roleTerm>
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  <name>
    <namePart>Montañez, Edna P.,</namePart>
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  <name>
    <namePart>Salazar, Nilo R.,</namePart>
    <role>
      <roleTerm type="text">panelist.,</roleTerm>
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  </name>
  <name>
    <namePart>Mendoza, Lara Jane D.,</namePart>
    <role>
      <roleTerm type="text">panelist.,</roleTerm>
    </role>
  </name>
  <name>
    <namePart>Turalde, Henry P.,</namePart>
    <role>
      <roleTerm type="text">panelist.,</roleTerm>
    </role>
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    <dateIssued encoding="marc">2024</dateIssued>
    <issuance>monographic</issuance>
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    <languageTerm authority="iso639-2b" type="code">eng</languageTerm>
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  <abstract>The transportation system is pivotal in many aspects of society, such as safety,  economy, and urbanization. Hence, the unpaved road situated from Centro Street to San  Isidro, Buluang, Baao, Camarines Sur was subjected to the study that aimed to evaluate its  present condition in terms of road surface, base and subbase, and road drainage, determined  the design parameters involving cross-section, profile, grading, and plasticity (e.g., Liquid  Limit, Plastic limit, California Bearing Ratio); determined its soil classification; design and  cost estimate of the project. The study utilized a descriptive and developmental research  design as a systematic approach in the preliminary investigation, geotechnical  investigation, and development of the pavement design. Thus, the results show that the  general subgrade performance is poor according to the CBR test and its soil classification,  which is within A-4, found to be fine-grained soils. The PCCP is designed to be 200 mm  thick with a 200 mm thick base and subbase course and incorporates a side ditch to serve  as road drainage. The estimated direct cost of the project is PHP 6,520,077.19.  Moreover,  the researchers recommend obtaining more than 4 sample specimens to ensure accurate  and reliable results, conducting of traffic count to determine the actual traffic demand,  providing additional road maintenance elements for road lifespan longevity, and updating  the cost estimate on the year of implementation. Overall, this research can provide  references and insights for researchers and engineers in the field of pavement engineering.   </abstract>
  <note type="statement of responsibility">Maria Elizabeth B. Badong, [and 4 others].,</note>
  <note>Undergraduate Theses (BSCE) - Civil Engineering. Camarines Sur Polytechnic Colleges, 2024.</note>
  <note>Includes bibliographical references.</note>
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