Geotechnical Investigations Overview
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What is the primary purpose of the Standard Penetration Resistance Test during borehole drilling?

  • To estimate the strength (bearing capacity) of soils (correct)
  • To measure the moisture content of the soil
  • To determine the types of soil present
  • To create borehole logs
  • What depth does the sampler need to be driven to before measuring the N value?

  • 3 inches below the pre-bored hole
  • At the surface of the soil
  • 12 inches below the pre-bored hole
  • 6 inches below the pre-bored hole (correct)
  • How is the 'N' value determined during the Standard Penetration Resistance Test?

  • By assessing the moisture content of the soil
  • By measuring the diameter of the pre-bored hole
  • By estimating the total number of boreholes drilled
  • By counting the number of blows needed to drive the sampler 12 inches (correct)
  • What is a consideration when planning borehole spacing for a project?

    <p>Ensuring that all areas of main construction activity are covered</p> Signup and view all the answers

    Which factor directly impacts the bearing capacity of soil according to the N value?

    <p>The number of blows required to drive the sampler</p> Signup and view all the answers

    What is the primary advantage of Cone Penetration Testing (CPT) over traditional borehole methods?

    <p>It provides continuous data throughout the depth of the test</p> Signup and view all the answers

    What type of sampler is used in the Standard Penetration Resistance Test?

    <p>A split-barrel sampler</p> Signup and view all the answers

    What is one of the key records included in borehole logs?

    <p>Moisture content of various soil types encountered</p> Signup and view all the answers

    What is a key advantage of Cone Penetration Testing (CPT) compared to borehole drilling?

    <p>Offers a continuous profile of soil properties</p> Signup and view all the answers

    Which of the following is true about the speed of Cone Penetration Testing (CPT)?

    <p>It provides data without frequent interruptions</p> Signup and view all the answers

    What factor makes borehole drilling more time-consuming than Cone Penetration Testing (CPT)?

    <p>The drilling process and soil sample extraction</p> Signup and view all the answers

    Why can Cone Penetration Testing (CPT) be considered more cost-effective than borehole drilling?

    <p>It requires fewer personnel and equipment</p> Signup and view all the answers

    What is a disadvantage of borehole drilling in relation to soil sample integrity?

    <p>Sample disturbance is unavoidable</p> Signup and view all the answers

    How does the accuracy of Cone Penetration Testing (CPT) compare to borehole drilling?

    <p>CPT has superior accuracy and precision</p> Signup and view all the answers

    Which soil condition is particularly challenging for borehole drilling?

    <p>Cohesive soils that can stick to the drill pipe</p> Signup and view all the answers

    What is the impact of sample transportation on borehole drilling's lab testing?

    <p>It decreases the accuracy of the tests</p> Signup and view all the answers

    Why must additional geotechnical testing be performed by the site superintendent?

    <p>To confirm variations in the bearing capacity at different locations.</p> Signup and view all the answers

    What is one responsibility of the site superintendent regarding the geotechnical report?

    <p>To coordinate with the geotechnical consultant during construction.</p> Signup and view all the answers

    What does compliance with the geotechnical report during the building permit process ensure?

    <p>It assures accuracy in project designs.</p> Signup and view all the answers

    Which limitation is commonly found in a geotechnical report?

    <p>Findings are valid for only specific borehole locations.</p> Signup and view all the answers

    What must city staff do during the review process of the geotechnical report?

    <p>Review the scope of the investigation for adequacy.</p> Signup and view all the answers

    What should the site superintendent be particularly vigilant about during grading and excavation?

    <p>Variations in sub-surface conditions not covered by the report.</p> Signup and view all the answers

    Which of the following is NOT a type of pavement mentioned in the recommendations?

    <p>Medium duty</p> Signup and view all the answers

    What action will city staff take if the geotechnical report's guidance is not adequately addressed?

    <p>They will raise objections that require resolution.</p> Signup and view all the answers

    What is the primary purpose of conducting an ESA Phase 1 investigation?

    <p>To look for visible signs and likelihood of contamination</p> Signup and view all the answers

    Which stage of the Environmental Site Assessment involves implementing remedial measures?

    <p>ESA Phase 3</p> Signup and view all the answers

    Which of the following is NOT a method used in the ESA Phase 1 investigation?

    <p>Sampling and chemical analysis</p> Signup and view all the answers

    What information is typically gathered during a Phase 1 assessment?

    <p>Historical use of the site</p> Signup and view all the answers

    Which aspect is NOT typically part of the visual inspection in ESA Phase 1?

    <p>Water quality testing</p> Signup and view all the answers

    What would trigger the necessity to proceed to ESA Phase 2?

    <p>A report from Phase 1 recommending it</p> Signup and view all the answers

    Why might banks require an investigation prior to financing a property?

    <p>To identify potential hidden liabilities from contamination</p> Signup and view all the answers

    What is the primary purpose of conducting soil chemical analysis at sites that do not require a Phase II site investigation?

    <p>To ascertain the environmental quality of soil for onsite management and offsite disposal</p> Signup and view all the answers

    Which of the following is a special attention item in ESA Phase 1?

    <p>Surface stains or stressed vegetation</p> Signup and view all the answers

    What must soil conform to in order to be used on a specific site according to the chemical analysis report?

    <p>The Ministry of Environment (MOE) prescribed table applicable to that site</p> Signup and view all the answers

    What must a site do if soil is to be disposed of?

    <p>Only take it to a legally authorized dump site for that soil table type</p> Signup and view all the answers

    If the existing soil at a site does not meet the prescribed table requirements, what are the potential actions that can be taken?

    <p>Replace it with conforming soil, remediate it, or import soil of the correct type</p> Signup and view all the answers

    Why is it important to compare chemical analysis results against the MOE tables?

    <p>To establish the correct disposal or usage guidelines for the soil</p> Signup and view all the answers

    What triggers the need for ESA Phase 3 investigation?

    <p>Conclusion of Phase II investigation with findings of contamination requiring remediation</p> Signup and view all the answers

    What consequence can arise from improperly managing soil disposal at a contaminated site?

    <p>Legal repercussions due to noncompliance with disposal regulations</p> Signup and view all the answers

    What implications can the adherence to soil table regulations have on contractors?

    <p>Cost implications due to the need for compliant soil handling</p> Signup and view all the answers

    Study Notes

    Geotechnical Investigations

    • Borehole Drilling is a common method to collect soil samples for analysis.
    • Borehole Logs are detailed records of soil types, penetration resistance values, and moisture content.
    • Standard Penetration Resistance (N-value) is used to estimate soil strength (bearing capacity) during borehole drilling.
    • N-value is measured by driving a split-barrel sampler into the soil with a hammer.
    • Higher N-values indicate greater soil bearing capacity.
    • Number of Boreholes and spacing is determined by the project scope and expected soil variations.
    • Cone Penetration Testing (CPT) is a modern alternative to borehole drilling, providing a continuous profile of soil properties.
    • CPT involves pushing a cone-shaped penetrometer into the ground at a constant rate and measuring resistance.
    • Borehole Drilling provides information at specific depths, while CPT offers a continuous profile, allowing for detailed profiling.
    • CPT is generally more cost-effective and faster than borehole drilling.
    • CPT provides more accurate and precise data compared to potentially inaccurate borehole samples.

    Geotechnical Report Recommendations

    • The Geotechnical Report provides recommendations for pavement types, thicknesses, and compaction equipment based on soil conditions.
    • Municipalities review geotechnical reports for project approval, ensuring adequate investigation scope and implementation of recommendations in design.
    • Site Superintendents must be vigilant during grading and excavation works, as significant soil variations can occur.
    • Additional Geotechnical Testing is crucial to confirm bearing capacity at various locations before placing footings.
    • Site Superintendents should coordinate with geotechnical consultants during construction for review and inspection.

    Environmental Site Assessment (ESA)

    • ESA aims to identify and assess potential environmental contamination on a site.
    • Financial Implications of site contamination include loss of property value and remediation costs.
    • Prospective Purchasers can use ESA to avoid unforeseen financial liabilities.
    • ESA is often required by banks to ensure no hidden contamination liability exists.
    • ESA is conducted in three phases:
      • Phase 1: Visual investigation without sampling.
      • Phase 2: Detailed investigation based on sampling and laboratory analysis.
      • Phase 3: Remedial measures and Remedial Action Plan (RAP).
    • Phases must proceed sequentially, with further phases triggered by the recommendations of prior phases.

    ESA Phase 1

    • Phase 1 investigates visible signs of past or present contamination through:
      • Site Inspection: Observing property use, hazardous materials, unidentified substances, storage tanks, odors, and other signs.
      • Review of Historical Databases: Obtaining information about past and present site uses.
      • Interviews: Gathering information from relevant persons.

    Soil Chemical Analysis

    • Chemical Analysis determines the quantity of each chemical constituent of soil by testing samples in a laboratory.
    • Certificate of Analysis (CoA) is a tabular form summarizing the chemical analysis results.
    • MOE Tables are used to compare the chemical analysis results with permissible contaminant levels for different land uses.

    Onsite Soil Management

    • MOE Guidelines determine the relevant MOE Table based on current and intended uses of the site.
    • Soil Conforming to the MOE Table is permissible for onsite use.
    • Non-Conforming Soil must be remediated, replaced, or disposed of at a designated dump site.
    • Imported Soil must also comply with the applicable MOE Table for the site.

    ESA Phase 3

    • Phase 3 is triggered when Phase 2 identifies contamination and remediation is required.

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    Description

    This quiz covers the fundamental aspects of geotechnical investigations, focusing on borehole drilling techniques and cone penetration testing. Key concepts such as borehole logs, the N-value, and soil sampling methods will be explored. Assess your understanding of soil properties and testing methods used in geotechnical engineering.

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