LEC8 Earthwork Area Notes

Topic 8: Earthwork - Area

CM 1331: Construction Surveying, Spring 2025, Instructor: Dr. Farah Naz

Why Determine Areas?

  • Reasons:
    • Acreage of land in property deeds.
    • Acreage of fields and lakes.
    • Quantity of surface area for paving, seeding, or sodding (in square yards).
    • End areas for earthwork volume calculation.
  • In plane surveying:
    • Area is the orthogonal projection of the surface onto a horizontal plane.

Methods of Measuring Area

  • Both field and map measurements are used.
  • Field measurements are generally more accurate.
  • Field measurement methods:
    • Division of the tract into simple figures (triangles, rectangles, trapezoids).
    • Offsets from a straight line.
    • Coordinates.
    • Double-meridian distances.
  • Methods of determining area from map measurements:
    • Counting coordinate squares.
    • Dividing the area into triangles, rectangles, or other regular geometric shapes.
    • Digitizing coordinates.
    • Using a planimeter over the enclosing lines.
  • Area determination invariably depends on field observations.

Approximate Area Conversion Factors

  • 1 meter=3.28084 ft=39.3701 inch1 \text{ meter} = 3.28084 \text{ ft} = 39.3701 \text{ inch}
  • 1 yd=3 ft1 \text{ yd} = 3 \text{ ft}
  • 1 hectare=10000 square meter1 \text{ hectare} = 10000 \text{ square meter}
  • 1 acre=43560 square foot1 \text{ acre} = 43560 \text{ square foot}

Area by Division into Simple Figures

  • A tract can be divided into geometric figures like triangles, rectangles, or trapezoids.
  • Sides and angles of these figures can be observed in the field.
  • Individual areas are calculated and totaled.

Area by Offsets from Straight Lines

  • Irregular tracts can be reduced to a series of trapezoids.
  • This is done by observing right-angle offsets from points along a reference line.
  • The reference line is marked by stationing, and offset positions are given by stations and pluses.
  • Spacing between offsets may be regular or irregular, depending on conditions.

Area by Offsets from Straight Lines - Regularly Spaced Intervals

  • If offsets are at regularly spaced intervals, area can be found by a formula.
  • bb is the length of a common interval between offsets.
  • h<em>0,h</em>1,h2,h<em>0, h</em>1, h_2, \dots are the offsets.
  • The regular interval for the example is a half-station, or 50 ft.
  • (Math problem solved in class)

Irregularly Spaced Offsets

  • For irregularly curved boundaries, the spacing of offsets along the reference line varies.
  • Spacing should accurately define the curved boundary when adjacent offset points are connected by straight lines.
  • A formula is used for calculating area in this case.
  • a,b,c,a, b, c, \dots are the varying offset spaces.
  • h<em>0,h</em>1,h2,h<em>0, h</em>1, h_2, \dots are the observed offsets.
  • (Math problem solved in class)

Area Computation by the Coordinate Method

  • Computation of area within a closed polygon is commonly done by the coordinate method.
  • Coordinates of each angle point in the figure must be known.
  • Two formulas are available.

Area Computation by the Coordinate Method - Important Considerations

  • Parcels, tracts, and polygons can have different shapes.
  • The formula for the area of polygons changes with their shapes.
  • A specific formula is given for the polygon ABCDEA as shown in a figure.
  • Sort the coordinates in counterclockwise direction to apply the correct formula and calculate the correct area.

Example Calculation of Area by Coordinate Method

  • Calculate the area by coordinate method using provided coordinates for polygon ABCDEA.
  • Point A: X = 0.00, Y = 591.78
  • Point B: X = 517.44, Y = 202.94
  • Point C: X = 523.41, Y = 0.00
  • Point D: X = 716.29, Y = 694.02
  • Point E: X = 125.72, Y = 847.71

Area of Polygon by Coordinates - Calculation and Results

PointX (ft)Y (ft)Plus (XY)Minus (YX)
A0.00591.780306,211
B517.44202.94106,2210
C523.410.000363,257
D716.29694.02363,2570
E125.72847.71607,20687,252
A0.00591.7874,3980
Σ = 1,044,861Σ = 499,684
  • Double Area (ft²) = 1,044,861499,684=545,1771,044,861 - 499,684 = 545,177
  • Area = 545,177/2=272,588 ft2545,177 / 2 = 272,588 \text{ ft}^2
  • Area = 6.2586.258 acres

References

  • Chapter 12, Elementary Surveying: An Introduction to Geomatics, 16th edition, 2022. Author: Charles D Ghilani.