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Reading of angles, field book entry of measured angles

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By iti | 10:04 AM IST, Tue March 24, 2026

Reading of Angles and Field Book Entry of Measured Angles

In theodolite surveying, accurate reading of angles and proper recording in the field book are essential for reliable results. Surveyors measure horizontal and vertical angles using a theodolite and record them systematically for further calculations and plotting. For ITI Surveyor trainees, understanding this process is very important.

Reading of Angles

Theodolite is used to measure both horizontal and vertical angles. The readings are taken from graduated circles provided in the instrument.

1. Reading of Horizontal Angles

Horizontal angles are measured between two survey lines in the horizontal plane.

Procedure:

  1. Set up the theodolite and complete temporary adjustments
  2. Set initial reading to zero or note initial value
  3. Sight the first point (backsight) and clamp the lower plate
  4. Rotate the telescope to sight the second point (foresight)
  5. Read the angle from the horizontal circle

The difference between the two readings gives the horizontal angle.

2. Reading of Vertical Angles

Vertical angles are measured between the line of sight and the horizontal plane.

Procedure:

  1. Level the instrument properly
  2. Sight the object through the telescope
  3. Read the angle from the vertical circle

Vertical angles may be positive (elevation) or negative (depression).

3. Face Left and Face Right Readings

To improve accuracy, readings are taken in two positions:

  • Face Left (FL)
  • Face Right (FR)

The average of FL and FR readings is taken as the final angle.

Field Book Entry of Measured Angles

Field book is used to record all observations taken during surveying. Proper entry ensures accuracy and easy reference for calculations.

Format of Field Book

StationBacksightForesightFaceAngleRemarks
ABCFL60°-
ABCFR62°-

Steps for Field Book Entry

  1. Write date, location, and survey details
  2. Record station points clearly
  3. Note backsight and foresight points
  4. Enter readings for both FL and FR
  5. Calculate average angle if required
  6. Add remarks if necessary

Precautions in Recording

  • Write entries neatly and clearly
  • Avoid overwriting or corrections
  • Record values immediately after observation
  • Use proper units (degrees, minutes, seconds)
  • Verify readings before recording

Common Errors

  • Incorrect reading of scale
  • Wrong entry in field book
  • Ignoring face left/right readings
  • Calculation mistakes

Importance in Surveyor Trade

Accurate reading and proper recording of angles are essential for successful surveying. These records are used for calculations, plotting, and preparation of maps.

Conclusion

Reading of angles using theodolite and proper entry in the field book are fundamental tasks in surveying. Careful observation and systematic recording ensure accuracy and reliability.

For ITI Surveyor trainees, mastering these skills is important for professional fieldwork and data handling.

Book Page

Use AutoCAD command for drawings
Classification of Roads, Terms Used in Road Engineering, Alignment, Gradients & Super Elevation
Points to be considered during reconnaissance survey
Types of surveys for location of a road
Degree of Accuracy in Surveying
Common error and their elimination
Curvature & Refraction Effect and Sensitivity of Bubble Tube
Curvature & Refraction Effect and Sensitivity of Bubble Tube
Entry of level book (Reduced level calculation method)
Temporary & Permanent Adjustment (Levelling Instrument)
Different types of levelling
Technical terms used in levelling
Types of levelling instrument
Introduction to levelling
Traversing using Theodolite, Traverse Computation, Coordinates, Balancing, Gale’s Traverse Table, Area & Omitted Measurements
Traversing using Theodolite, Traverse Computation, Coordinates, Balancing, Gale’s Traverse Table, Area & Omitted Measurements
Permanent adjustment of Theodolite
Reading of angles, field book entry of measured angles
Temporary Adjustment of Theodolite and Angle Measurement Process
Types of Theodolite, Parts of Theodolite, Terms Used in Theodolite Survey
Introduction to Theodolite
Methods of Plane Table Survey (Radiation, Intersection, Resection, Traversing)
Plane Table Survey, Principle, Merits & Demerits, Instruments and Setting Up
Introduction to AutoCAD and Use of AutoCAD Commands
Adjustment of closing error, precaution in using prismatic compass
Calculation of included angle from bearing local attraction, magnetic declination and true bearing, closing error
Conversion of bearing web to R.B
Instruments and Their Setting Up (Compass Survey)
Basic terms used in compass survey
Calculation of Area (Regular & Irregular Figures) and Knowledge of Site Plan
Field procedure of chain survey errors in chain survey, plotting procedure
Terms Used in Chain Survey, Offsets, Field Book and Chaining on Sloping Ground
Uses of Chain/ tape, testing of a chain & correction
Ranging (direct & indirect), Principle of chain survey, application
Use & application of conventional signs & symbols
Knowledge of different types of scales, determine of R.F & uses of scales
Introduction of surveying, types of surveying, use, application principal
Details layout of lettering, lines & dimensioning system
Dimensions of drawing sheet
Layout of drawing sheet
List of the instrument equipments to be used during training
Job Responsibility of the Trade and Overview of the Subject
Introduction of First aid
Importance of survey or trade Job after completion of training
Guidance for Newcomers to Become Familiar with the Working of ITI System
Importance of Safety and General Precautions in Surveyor Trade

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