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Temporary Adjustment of Theodolite and Angle Measurement Process

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

Temporary Adjustment of Theodolite and Angle Measurement Process

Theodolite is a precision instrument used for measuring horizontal and vertical angles in surveying. Before taking any measurement, it is essential to perform temporary adjustments to ensure accuracy. After proper setup, angles can be measured using standard procedures. For ITI Surveyor trainees, understanding these steps is very important.

Temporary Adjustment of Theodolite

Temporary adjustment refers to the process of setting up the theodolite at a station before taking observations. It includes centering, levelling, and focusing.

1. Setting up the Instrument

The theodolite is mounted on a tripod and placed approximately over the survey station. The tripod legs are adjusted to bring the instrument to a convenient height.

2. Centering

Centering is the process of placing the instrument exactly over the survey station point.

  • Use a plumb bob to align the instrument with the station mark
  • Adjust tripod legs for accurate positioning

3. Levelling

Levelling ensures that the instrument is perfectly horizontal.

  • Adjust levelling screws
  • Center the bubble in the plate level
  • Repeat until bubble remains central in all directions

4. Focusing

Focusing removes parallax error and ensures a clear image.

  • Focus eyepiece to see crosshairs clearly
  • Focus objective lens on the target
  • Ensure no relative movement between image and crosshairs

Angle Measurement Process

After completing temporary adjustments, the theodolite is ready for measuring angles. Angles can be measured in horizontal and vertical planes.

Measurement of Horizontal Angle

Procedure:

  1. Set up and level the theodolite at the station
  2. Set initial reading to zero or note the initial reading
  3. Sight the first point (backsight) and clamp the instrument
  4. Release upper clamp and rotate to sight the second point (foresight)
  5. Read the angle on the horizontal circle

The difference between the two readings gives the horizontal angle.

Measurement of Vertical Angle

Procedure:

  1. Level the instrument properly
  2. Sight the object using the telescope
  3. Read the angle on the vertical circle

The vertical angle indicates whether the object is above or below the horizontal plane.

Face Left and Face Right Observation

To improve accuracy, angles are measured in two positions:

  • Face Left (FL): Vertical circle on left side
  • Face Right (FR): Vertical circle on right side

The average of both readings gives a more accurate result.

Precautions During Measurement

  • Ensure proper centering and levelling
  • Remove parallax before observation
  • Take readings carefully
  • Avoid disturbance of instrument
  • Repeat observations for accuracy

Common Errors

  • Improper levelling
  • Parallax error
  • Incorrect reading of scales
  • Instrument not centered properly

Importance in Surveyor Trade

Temporary adjustment and angle measurement are basic operations in theodolite surveying. Accurate execution of these steps ensures reliable results in fieldwork.

Conclusion

Temporary adjustment of theodolite is essential before taking any measurement. Proper centering, levelling, and focusing ensure accuracy. The process of angle measurement helps in determining directions and positions in surveying.

For ITI Surveyor trainees, mastering these techniques is important for accurate and professional surveying work.

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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