Reconnaissance Survey and Stream Crossings
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Questions and Answers

Which of the following factors is NOT considered when using the trial and error approach to identify the optimal route?

  • Sight distances
  • Slopes
  • Construction costs (correct)
  • Curves
  • What is a primary purpose of conducting a reconnaissance survey?

  • To design drainage structures
  • To finalize the route alignment
  • To confirm features indicated on a map (correct)
  • To gather detailed geological data
  • During a reconnaissance survey, which instrument is suitable for simple elevation measurements?

  • Piezometer
  • Abney level (correct)
  • Theodolite
  • Total station
  • Which of the following is NOT typically collected during a reconnaissance survey?

    <p>Cost estimates of construction</p> Signup and view all the answers

    What might significantly impact field investigations required for bridge design over a stream?

    <p>Land use upstream and downstream</p> Signup and view all the answers

    Why might there be a greater tolerance for backwaters in rural areas compared to urban settings?

    <p>Infrastructure in rural areas is less dense</p> Signup and view all the answers

    What type of observations are crucial when determining the location of a stream crossing?

    <p>Hydrologic and hydraulic factors</p> Signup and view all the answers

    Which factor is directly affected by whether a structure is a bridge or a culvert?

    <p>Hydraulic analysis</p> Signup and view all the answers

    What is the primary objective of the preliminary survey in road construction?

    <p>To survey various alternative alignments and gather vital physical information.</p> Signup and view all the answers

    Which of the following methods is NOT described as part of the preliminary survey?

    <p>Focus group discussions for community input.</p> Signup and view all the answers

    Which factor is NOT considered when designing horizontal alignment in road construction?

    <p>Social media influence</p> Signup and view all the answers

    What characterizes a simple circular curve in horizontal alignment?

    <p>It is an arc with a constant radius connecting two tangents.</p> Signup and view all the answers

    Which of the following is a component of horizontal alignment?

    <p>Compound curves</p> Signup and view all the answers

    What is the ultimate goal of balancing factors in horizontal alignment design?

    <p>To achieve a safe, cost-effective alignment in harmony with the landscape.</p> Signup and view all the answers

    What is the primary purpose of fixing temporary benchmarks at intervals of about 250 m?

    <p>To assist in earthwork calculations</p> Signup and view all the answers

    Which statement best describes the role of drainage design in road construction?

    <p>It is crucial for managing water flow and preventing erosion during and after construction.</p> Signup and view all the answers

    What interval is used for cross-sectional levels in rolling terrain?

    <p>50-75 m</p> Signup and view all the answers

    Which is NOT a consideration when estimating quantities for earthwork materials during the preliminary survey?

    <p>Current weather conditions</p> Signup and view all the answers

    Which map should show proposed and existing roads as well as important places to be connected?

    <p>Key map</p> Signup and view all the answers

    What is the maximum size for a key map according to the guidelines?

    <p>22 x 20 cm</p> Signup and view all the answers

    The detailed plan of a highway project includes which of the following elements?

    <p>Alignment and boundaries</p> Signup and view all the answers

    Which survey plans are used to show details of various alternate alignments?

    <p>Preliminary survey plans</p> Signup and view all the answers

    What is the purpose of determining the CBR value of soils along the alignment?

    <p>For design of pavement</p> Signup and view all the answers

    What is the ideal contour interval for hilly terrain as depicted in a detailed plan?

    <p>3 to 6 meters</p> Signup and view all the answers

    What is the minimum design depth for pavement widening in relation to the existing pavement thickness?

    <p>It should be at least equal to the thickness of the existing pavement.</p> Signup and view all the answers

    Which of the following is NOT a required laboratory test for subgrade samples from test pits and boreholes?

    <p>Soil Compaction: AASHTO T 100</p> Signup and view all the answers

    Which of the following details must be logged when recording pits and boreholes?

    <p>Layer thickness, type, color, and depth below the surface.</p> Signup and view all the answers

    Which AASHTO standard is used for the mechanical analysis of subgrade samples?

    <p>AASHTO T 88 or T 27</p> Signup and view all the answers

    What guideline must be followed for soil classification from the subgrade samples?

    <p>AASHTO M 145 guidelines</p> Signup and view all the answers

    What is the minimum depth of exploration for subsurface investigation in regions with light cut and fill conditions?

    <p>1.5 meters</p> Signup and view all the answers

    Which method is used for examining the soil surface underneath pavement during subgrade investigation?

    <p>Auger borings and test pits</p> Signup and view all the answers

    What is the focus of the subgrade investigation?

    <p>Evaluating the soil properties under the road pavement</p> Signup and view all the answers

    What is one of the primary factors that determines the exploration depth during subsurface investigation?

    <p>Geological knowledge</p> Signup and view all the answers

    When conducting subgrade investigation, where are samples for soil classification taken from?

    <p>All subgrade layers including base and sub-base</p> Signup and view all the answers

    For how deep should borings be conducted in cases of high embankments or roadside cut sections greater than 3 meters?

    <p>Deep borings for geotechnical analysis are required</p> Signup and view all the answers

    Which standard is followed for in-situ density testing of the subgrade layer?

    <p>AASHTO T 191</p> Signup and view all the answers

    What is involved in the process of widening existing pavements?

    <p>Conducting test pits and auger boring for material classification</p> Signup and view all the answers

    Study Notes

    Reconnaissance Survey

    • Confirms map features and examines general character of the area for feasible routes
    • Uses simple instruments like abney level, tangent clinometer, barometer
    • Collects details like valleys, ponds, lakes, marshy land, hills, permanent structures, and obstructions
    • Determines gradient values, gradient lengths, and curve radii
    • Identifies number and type of cross drainage structures, high flood levels, soil characteristics, geological features, and sources of construction materials
    • Compiles a report on pros and cons of different routes
    • Selects few alternative alignments for further study based on site observations

    Proposed Sites for Stream Crossings

    • Highway crossing location influences hydrologic and hydraulic factors
    • Considerations vary for crossings near confluences, single streams, rural areas, urban areas, and tidal areas
    • Bridge or culvert type impacts hydraulic analysis
    • Environmental factors impact field investigations for design solutions which include:
      • Upstream/downstream land use
      • Energy dissipation requirements
      • Debris control
      • Fish passage facilitation

    Preliminary Survey

    • Objectives:
      • Surveying alternative alignments proposed after reconnaissance
      • Collecting topographic, drainage, and soil information
      • Comparing proposals based on alignment requirements
      • Estimating earthwork material quantities and construction costs for proposals
    • Methods:
      • Conventional: Survey party using field equipment, measurements, and data collection for topography, drainage, and soil
      • Modern Rapid: Aerial surveys using photographs to obtain topographic maps, soil, and geology details
      • Finalizes the best alignment through comparative analysis of routes

    Preliminary Survey: Horizontal Alignment

    • Includes circular curves, transition curves, and tangents
    • Designed to ensure safe and uninterrupted travel at consistent speed
    • Design considerations include:
      • Safety
      • Functional classification
      • Desired speed
      • Topography
      • Vertical alignment
      • Construction cost
      • Cultural development
      • Aesthetics
    • Circular Curves:
      • Simple Curve: Single constant radius connecting tangents, most common type
      • Compound Curve: Two or more adjoining circular arcs with different radii

    Final Location Survey: Detailed Survey

    • Temporary bench marks are fixed at 250 m intervals and drainage structures
    • Earthwork calculations and drainage details are derived from level books
    • Cross-sectional levels are taken at intervals based on terrain type:
      • 50-100 m in plane terrain
      • 50-75 m in rolling terrain
      • 50 m in built-up areas
      • 20 m in hilly terrain
    • Detailed soil survey is conducted, including CBR value determination for pavement design
    • Provides complete and elaborate data for preparing detailed plans, designs, and project estimates

    Drawings and Reports for a Highway Project

    • Key map: Shows proposed and existing roads, and important connected places, with a scale appropriate to the project length
    • Index map: Shows general topography, details are represented by symbols, with a size of 32 x 20 cm
    • Preliminary survey plans: Shows details of various alternate alignments and collected information, with a scale of 10 cm = 1 km to 25 cm = 1 km
    • Detailed plan: Shows ground plan with alignment and boundaries, contours at intervals, existing structures, and soil classification following AASHTO system

    Soil Investigations: Subsurface Investigation

    • Examines the area beneath the subgrade level
    • Exploration depth varies based on:
      • Geological knowledge
      • Soil surveys
      • Prior investigations
      • Road configuration
    • Minimum depth is 1.5 m below the planned subgrade in simple conditions
    • Varies based on:
      • Deep cuts
      • Embankments over marshland
      • Weak subsurface layers
    • Takes into account topography and subsoil characteristics

    Soil Investigations: Subgrade Investigation

    • Examines the soil surface under the pavement
    • Auger borings and test pits are conducted at intervals along the road centerline
    • Boring locations alternate between the center and edge of pavement
    • Bore profiles are logged to determine:
      • Pavement thickness
      • Material condition
      • Subgrade soil type
    • Subgrade material samples are taken for on-site soil classification
    • Test pits are placed at intervals along the road to cover different subgrade soil types
    • Pits are logged with samples taken for soil classification from all layers
    • In-situ density testing follows AASHTO T 191 standards for the subgrade layer
    • Large samples are taken for moisture-density-CBR observations and other tests
    • Road raising or new construction requires sampling and testing of in-situ material and select fill sources
    • High embankment or roadside cut sections (> 3 m) require deep borings for geotechnical analysis and slope stability investigations

    Soil Investigations: Widening of Existing Pavements

    • Uses the same method as Subsurface Investigation
    • Auger boring and classification of in-situ materials are conducted
    • Representative test pits are collected and in-situ and laboratory testing is performed
    • Boring and test pit locations are usually beneath the shoulder in the widening area
    • Subgrade samples are taken below the level of the existing pavement
    • Design depth must be at least as thick as the existing pavement

    Soil Investigations: Sampling and Testing (In-situ)

    • Pits and boreholes are logged using standard sheets from DGCS Volume 2C
    • Log details include:
      • Layer thickness
      • Color
      • Type
      • Visual description
      • Depth below surface
      • Water levels (if present)
    • Small samples of subgrade are taken for on-site soil classification following AASHTO T 88 or T 27 for auger holes
    • In test pits, take both small and large samples, perform an in-situ density test as per AASHTO T 191

    Soil Investigations: Sampling and Testing (Laboratory)

    • Subgrade samples require the following laboratory tests:
      • Mechanical Analysis: AASHTO T 88 or 27
      • Specific Gravity: AASHTO T 100 or 84 or 85
      • Atterberg Limits: AASHTO T 89 or 90
      • Moisture-Density Relationship: AASHTO T 180 or 99
      • CBR% (California Bearing Ratio): AASHTO T 193
      • Natural Moisture Content
      • Soil classification follows AASHTO M 145 guidelines
    • All dry samples are prepared in line with AASHTO T 87 procedures

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    Description

    This quiz covers the key concepts of reconnaissance surveys and their importance in selecting feasible routes for stream crossings. It examines the tools used for assessment and factors influencing highway crossing locations. You'll learn about the environmental considerations and technical aspects involved in these surveys.

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