Improved subgrade preparation for main road based on AASTHTO

1. Site Investigation

2. Soil Testing and Classification

  • Collect soil samples from various depths.
  • Submit samples to a certified laboratory.
  • Conduct sieve analysis and Atterberg limits tests.
  • Classify soil according to AASHTO standards.
  • Document findings and prepare a classification report.
  • Gather soil samples representative of the site.
  • Weigh samples before drying (wet weight).
  • Dry samples in an oven at 105°C for 24 hours.
  • Weigh samples after drying (dry weight).
  • Calculate moisture content using the formula.
  • Perform Atterberg limits tests on soil samples.
  • Determine the liquid limit using the cup method.
  • Determine the plastic limit by rolling the soil.
  • Calculate the plasticity index (PI = LL - PL).
  • Interpret PI values to assess soil behavior.

3. Subgrade Design

  • Analyze traffic volume and load types.
  • Evaluate existing soil properties and classifications.
  • Use AASHTO guidelines to establish minimum subgrade depth.
  • Consider environmental factors affecting soil stability.
  • Select appropriate materials based on AASHTO criteria.
  • Create design layers for drainage and compaction.
  • Incorporate reinforcement if required for heavy loads.
  • Ensure alignment with local building codes and regulations.
  • Identify locations of weak subgrade through testing.
  • Determine required modifications for stabilization.
  • Consider options such as soil replacement or reinforcement.
  • Document all changes and rationale in design plans.

4. Site Preparation

5. Moisture Control

  • Regularly check moisture levels using moisture meters.
  • Document moisture readings at different locations.
  • Adjust moisture levels based on optimal range for compaction.
  • Communicate findings to all team members involved.
  • Add water if moisture content is below optimal levels.
  • Use sprinklers or water trucks for even distribution.
  • If excess moisture is present, employ drying techniques.
  • Utilize aeration or tilling to enhance evaporation.
  • Conduct thorough mixing of the soil to achieve uniformity.
  • Check moisture levels at multiple points across the area.
  • Adjust moisture as necessary to ensure consistency.
  • Perform a final inspection prior to compaction.

6. Compaction

  • Select equipment based on soil type and project requirements.
  • Ensure equipment is maintained and calibrated for optimal performance.
  • Use rollers for larger areas and vibratory plates for tight spots.
  • Operate equipment according to manufacturer's guidelines.
  • Perform pre-compaction moisture content tests.
  • Adjust moisture levels as necessary before compaction.
  • Compact in layers not exceeding specified thickness.
  • Monitor compaction progress with density gauges.
  • Select testing locations randomly across compacted area.
  • Use nuclear density gauge or sand cone method for testing.
  • Document test results and compare with required densities.
  • Repeat compaction if density is below specified levels.

7. Quality Assurance

8. Final Inspection

  • Check for uniformity and consistency throughout the area.
  • Inspect for any visible cracks or irregularities.
  • Verify that all drainage features are functioning correctly.
  • Confirm that the subgrade is free from debris and loose materials.
  • Use a level to check for flatness and proper elevation.
  • Perform a compaction test to ensure stability.
  • Compare measurements against design specifications.
  • Identify any areas that require additional treatment or correction.
  • Document each step of the preparation process.
  • Include test results and compliance data.
  • Provide photographs of the final subgrade condition.
  • Outline any observed issues and recommended actions.

9. Preparation for Overlying Layers

  • Assess existing drainage conditions.
  • Design drainage layout according to AASHTO standards.
  • Install drainage pipes and structures as needed.
  • Conduct a flow test to ensure effectiveness.
  • Maintain drainage systems during construction.
  • Inspect the subgrade surface visually.
  • Remove any visible debris such as rocks or vegetation.
  • Conduct soil tests for contaminants.
  • Ensure moisture content is within acceptable limits.
  • Document the cleanliness of the subgrade.
  • Define key performance indicators for monitoring.
  • Assign personnel responsible for oversight.
  • Schedule regular inspections during layer placement.
  • Use measurement tools to assess subgrade integrity.
  • Document findings and adjust placement methods as needed.

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