Conducting tacheometry works is an essential skill for quantity surveyors involved in engineering projects across Kenya. Accurate distance and elevation measurements are critical for preparing bills of quantities, cost estimates, and ensuring precise construction layouts. This chapter focuses on the selection of appropriate tacheometry tools and equipment, which directly influences the reliability of survey data and the efficiency of site operations.
1.1 Selection of Tacheometry Tools and Equipment
Choosing the correct tools for tacheometry depends on the nature of the project, site conditions, accuracy requirements, and available resources. Quantity surveyors must understand the specifications, operational principles, and maintenance needs of each instrument to optimize their use on diverse projects such as county government road works, hospital expansions, or commercial building developments.
1.1.1 Theodolite
The theodolite remains a fundamental instrument in tacheometric surveys due to its precision in measuring horizontal and vertical angles. Quantity surveyors rely on theodolites to establish accurate control points and alignments critical for quantity take-offs and layout.
Types of Theodolites Used in Quantity Surveying
- Transit Theodolite: This traditional optical instrument allows full-circle measurement of horizontal and vertical angles. It is highly valued in projects requiring manual angle readings, such as small-scale building surveys.
- Digital Theodolite: Incorporates electronic angle measurement and digital display, improving reading accuracy and reducing human error. It is suitable for medium-scale infrastructure projects like school expansions.
- Electronic Theodolite: Often integrated with distance measurement capabilities, electronic theodolites facilitate combined angle and distance data collection, enhancing efficiency in complex site layouts.
- Microprocessor Theodolite: Features onboard data processing and storage, enabling direct transfer of measurements to computers for quantity analysis in large commercial developments.
- Robotic Theodolite: Allows remote operation and automated target tracking, beneficial in extensive sites such as county government road construction projects where single-operator functionality saves time and labor costs.
Specifications Critical for Quantity Surveying
| Name |
Specification |
Use |
| Minimum reading |
5 seconds to 20 seconds of arc |
Determines angular resolution and precision |
| Telescope |
30x to 40x magnification |
Enables clear sighting of distant targets |
| Weight |
5 to 7 kg |
Affects portability on rugged terrain |
| Leveling base |
Circular and tubular levels |
Ensures instrument stability and accuracy |
| Rotation |
360 degrees in horizontal and vertical planes |
Allows full angular measurement range |
- The minimum reading influences the accuracy of angle measurements critical for precise site layout.
- Telescope magnification helps identify distant survey markers clearly, especially on large sites.
- Weight affects ease of transport between site locations, important in rough terrains.
- Leveling devices maintain instrument stability, ensuring reliable readings.
- Full rotation capability allows comprehensive angular data collection for control networks.
Proper Handling and Maintenance
- Always carry the theodolite in its protective case to prevent damage during transport.
- Level the instrument carefully before each measurement to avoid angular errors.
- Clean the lenses with a soft cloth to maintain optical clarity.
- Periodically calibrate the instrument to ensure measurement accuracy.
- Store in a dry environment to prevent rust and electronic malfunction.
1.1.2 Levelling Staff
The levelling staff is a graduated rod used in conjunction with leveling instruments to measure vertical distances or differences in elevation. In quantity surveying, it is vital for determining site contours and establishing benchmark elevations for earthworks and foundation design.
Types of Levelling Staff
- Wooden Levelling Staff: Traditional and relatively inexpensive, suitable for general site use but prone to warping under humid conditions.
- Aluminium Levelling Staff: Lightweight and durable, preferred in Kenya’s diverse climatic zones for its resistance to corrosion.
- Telescopic Levelling Staff: Collapsible for easy transport, ideal for surveyors working across multiple sites.
- Invar Levelling Staff: Made from low-expansion alloy, used in high-precision surveys where thermal expansion could affect measurements.
- Fiberglass Levelling Staff: Combines durability with lightweight features, increasingly popular in fieldwork requiring rugged equipment.
Specifications for Effective Use
| Name |
Specification |
Use |
| Length |
2 m to 5 m |
Covers typical height differences encountered |
| Graduations |
Metric scale, typically mm/cm |
Enables precise reading of elevation differences |
| Material |
Wood, aluminium, fiberglass, invar |
Determines durability and accuracy |
| Sections |
Single or multi-section telescopic |
Facilitates portability and extended reach |
| Weight |
0.5 to 3 kg |
Influences ease of handling on site |
- Length must accommodate the expected height differences on site.
- Graduations allow readings to the nearest millimeter or centimeter, essential for accurate levelling.
- Material choice balances durability against cost and environmental resistance.
- Telescopic sections enable compact storage and extended reach.
- Lightweight staffs reduce operator fatigue during extended surveys.
Usage Best Practices
- Always ensure the staff is held vertically and firmly on the point of measurement to avoid parallax errors.
- Use a bubble level on the staff when available to verify vertical alignment.
- Clean the graduations regularly for clear visibility.
- Avoid exposure to direct sunlight for prolonged periods to prevent warping.
- Inspect for dents or bends before use as these affect measurement accuracy.
1.1.3 Total Station
Total stations integrate electronic theodolites with electronic distance measurement (EDM) technology, providing rapid and precise angle and distance data. For quantity surveyors, total stations streamline data collection, reduce human error, and facilitate digital data transfer for cost estimation and quantity calculations.
Components and Features
- Electronic Theodolite: Measures precise horizontal and vertical angles.
- EDM Unit: Determines slope or horizontal distances using infrared or laser signals.
- Microprocessor: Processes measurements, performs calculations, and stores data.
- Data Storage and Communication: Allows transfer of survey data to computers or cloud platforms.
- Automatic Target Recognition: Enables remote operation and reduces survey time.
Specifications Relevant to Quantity Surveying
| Name |
Specification |
Use |
| Measurement Range |
Up to 5,000 m (reflectorless) |
Facilitates surveys over large construction sites |
| Angular Accuracy |
1 to 5 seconds of arc |
Ensures precise positioning of control points |
| Distance Accuracy |
± (2 mm + 2 ppm) |
Critical for reliable quantity estimation |
| Data Storage |
Up to 100,000 points |
Supports comprehensive site data collection |
| Battery Life |
8 to 12 hours |
Allows full day of fieldwork without recharge |
- Long measurement range enables efficient surveying of extensive sites such as county government infrastructure projects.
- High angular and distance accuracy ensures data suitable for detailed quantity take-offs.
- Large data storage capacity minimizes downtime and manual recording errors.
- Extended battery life supports continuous site operations.
Operational Considerations and Care
- Calibrate the instrument regularly to maintain accuracy.
- Protect the total station from dust and moisture by using covers and storing in dry cases.
- Use tripods with stable bases to minimize vibration during measurements.
- Ensure proper prism alignment when using reflector methods.
- Update firmware and software to benefit from technological improvements.
1.1.4 Cutting Tools
Cutting tools are essential for preparing and installing survey markers such as wooden pegs or metal stakes. Quantity surveyors use these tools to mark control points and boundaries clearly on construction sites.
Types of Cutting Tools for Survey Marking
- Hand Saws: Used to cut wooden stakes to the required length.
- Chisels: Employed to shape and sharpen wooden pegs for easier insertion.
- Bolt Cutters: Suitable for cutting metal wires or stakes used in boundary demarcation.
- Utility Knives: Helpful for trimming tapes or adjusting marker tags.
- Hacksaws: Used for cutting metal rods or pipes used as permanent markers.
Specifications for Effective Use
| Name |
Specification |
Use |
| Blade Length |
150 mm to 300 mm |
Determines cutting capacity and leverage |
| Handle Material |
Wood, plastic, or rubber |
Affects grip comfort and durability |
| Blade Type |
Fine-toothed or coarse |
Influences cutting speed and finish quality |
| Weight |
0.5 to 1.5 kg |
Impacts handling ease during extended use |
| Safety Features |
Blade guards, ergonomic handles |
Enhances operator safety |
- Blade length affects the size and type of materials that can be cut efficiently.
- Comfortable handles reduce hand fatigue during repetitive tasks.
- Fine-toothed blades are preferred for smooth finishes on wooden stakes.
- Weight balance improves control and precision.
- Safety features prevent accidents on busy construction sites.
Maintenance and Safety
- Keep blades sharp to ensure clean cuts and reduce effort.
- Store cutting tools in dry places to prevent rusting.
- Inspect handles regularly for cracks or loosening.
- Use protective gloves and eye protection during cutting.
- Clean tools after use to remove sap, dirt, or metal shavings.
1.1.5 Driving Tools
Driving tools are used to insert survey markers such as pegs or rods firmly into the ground. Proper selection and use of these tools ensure that markers remain stable and visible throughout the project duration.
Types of Driving Tools
- Sledgehammer: Provides heavy force for driving large stakes into hard soil or rocky ground.
- Mallet: A lighter hammer with a wooden or rubber head, suitable for softer ground and delicate stakes.
- Hand Hammer: Used for small stakes or metal nails during fine adjustments.
- Post Driver: A specialized tool that slides over stakes for rapid and controlled driving.
- Crowbar: Assists in adjusting or removing stakes without damaging them.
Specifications and Selection Criteria
| Name |
Specification |
Use |
| Weight |
2 kg to 8 kg |
Heavier tools deliver more driving force |
| Handle Length |
30 cm to 90 cm |
Longer handles provide leverage but reduce control |
| Head Material |
Steel, rubber, or wood |
Affects impact hardness and surface protection |
| Grip Type |
Rubber or wood |
Enhances user comfort and reduces slippage |
| Balance |
Well-balanced for control |
Minimizes operator fatigue and improves accuracy |
- Weight influences the amount of force delivered with each strike.
- Handle length must balance leverage and precision.
- Head material determines durability and impact absorption.
- Comfortable grips reduce the risk of blisters and improve safety.
- Proper balance ensures efficient use and reduces the chance of injury.
Usage Techniques and Care
- Always wear protective gloves and safety boots when driving stakes.
- Position the stake vertically before striking to avoid bending or misalignment.
- Use controlled, steady blows rather than excessive force to prevent damage.
- Inspect driving tools regularly for cracks or loose parts.
- Clean and oil metal parts to prevent rust and maintain tool longevity.
Practice Questions
- Explain the factors that influence the selection of a theodolite for tacheometric surveys in quantity surveying projects. (10 marks)
- Describe the differences between various types of levelling staffs and their suitability for different surveying conditions. (10 marks)
- Discuss the advantages of using a total station over traditional theodolites and levelling staffs in modern quantity surveying. (10 marks)
- Identify and explain the key specifications that must be considered when selecting cutting tools for survey marker preparation. (10 marks)
- Outline the types of driving tools used in survey marker installation and the criteria for their selection. (10 marks)
The rest of this chapter
🔒Create a free account to open more of this chapter.
Free: practical guides, quick cards, workplace scenarios and more.
Create a free account 🔒1.2 Calibration of Tools
Calibration of surveying instruments is a fundamental task that ensures accuracy and reliability in measurements, which is critical for quantity surveyors working on engineering projects in Kenya. Precision in tacheometry directly influences cost estimation, m…
🔒1.3 Determination of Horizontal Distances
Precise determination of horizontal distances is a cornerstone of quantity surveying, influencing the accuracy of area calculations, volume estimations, and layout design. In Kenyan construction projects, such as county roads or commercial buildings, understan…
🔒1.4 Determination of vertical distances
Determining vertical distances is fundamental in quantity surveying, especially when preparing accurate bills of quantities and estimating earthworks on construction sites. For Kenyan quantity surveyors engaged in projects such as road construction or building…
🔒1.5 Data collection
Accurate data collection is the backbone of effective quantity surveying, especially when employing tacheometry for site measurements. In Kenya, quantity surveyors involved in urban housing projects or county infrastructure developments rely on systematic data…
🔒1.6 Data documentation
In quantity surveying tacheometry works, data documentation is a critical phase where recorded measurements and observations are systematically organized, verified, and preserved for subsequent analysis and decision-making. Accurate documentation ensures the r…
Chapter Summary
This chapter covered the essential aspects of conducting tacheometry works, beginning with the careful selection of appropriate tools and equipment such as the theodolite, levelling staff, total station, cutting tools, and driving tools. Emphasis was placed on the importance of calibrating these instruments to ensure accuracy in measurements. Methods for determining horizontal distances through tacheometric techniques were explored, followed by approaches to accurately establish vertical distances. The chapter also detailed procedures for systematic data collection during survey operations to maintain precision and reliability. Finally, it highlighted the critical need for thorough data documentation, ensuring that all measurements and observations are properly recorded for future reference and analysis. Together, these components provide a comprehensive framework for effective tacheometry in engineering surveys.
Self-Assessment
🔒 PDFDownload this self-assessment, with answers
A. Written Assessment
-
Which of the following instruments is primarily used to measure horizontal and vertical angles in tacheometry? (2 marks)
a) Levelling staff
b) Theodolite
c) Total station
d) Cutting tools
-
Explain the role of the levelling staff in conducting tacheometric surveys. (3 marks)
🔒20 more in this section.
Chapter Examination Questions
🔒 PDFDownload these examination questions, with worked answers
SECTION A (40 Marks) - Answer ALL Questions
- Describe the key features of a theodolite that make it suitable for tacheometry works in quantity surveying. (4 marks)
- Explain how a levelling staff is used in determining vertical distances on a construction site. (4 marks)
🔒18 more in this section.
Chapter Practical Activities
Practical 1: Selection and Preparation of Tacheometry Tools for Field Survey
Quantity Survey · Level 6
Engineering Survey II
PRACTICAL ASSESSMENT
TIME: 4 HOURS
⬇ PDFCandidate Instructions (Candidate Tool)
Type: Individual
INSTRUCTIONS TO CANDIDATE:
1. You are required to perform the following task:
i. Select and prepare the tacheometry tools including the tacheometer, tripod, and necessary cutting and driving tools for field use according to standard procedures.
2. You have been provided with the following resources for the practical task:
| Tools & Equipment | Materials |
|---|
| Safety Helmet | |
| Safety Boots | |
| Reflective Safety Jacket | |
| Tacheometer (Wye- or Tribrach-mounted) | |
| Tripod for Tacheometer | |
| Measuring Tape 30m | |
| Plumb Bob | |
| Cutting Pliers | |
| Hammer 1.5kg | |
| Chisel 20mm | |
| Screwdriver (Flathead) | |
| Cleaning Cloth | |
⬇ PDFResources Required (Cutting List)
| S/N | Item | Quantity |
|---|
| 1 | Safety Helmet | 1 Pc per Candidate |
| 2 | Safety Boots | 1 Pair per Candidate |
| 3 | Reflective Safety Jacket | 1 Pc per Candidate |
| 4 | Tacheometer (Wye- or Tribrach-mounted) | 1 Pc per Candidate |
| 5 | Tripod for Tacheometer | 1 Pc per Candidate |
| 6 | Measuring Tape 30m | 1 Pc per Candidate |
| 7 | Plumb Bob | 1 Pc per Candidate |
| 8 | Cutting Pliers | 1 Pc per Candidate |
| 9 | Hammer 1.5kg | 1 Pc per 4 Candidates |
| 10 | Chisel 20mm | 1 Pc per Candidate |
| 11 | Screwdriver (Flathead) | 1 Pc per Candidate |
| 12 | Cleaning Cloth | 1 Pc per Candidate |
⬇ PDFAssessor Guide
| Items to be Evaluated | Marks Available | Marks Obtained | Comments |
|---|
| TASK 1: Selection and Preparation of Tacheometry Tools |
Identified and donned appropriate PPE (Helmet, Safety boots, Reflective jacket) (Award 1 mark each for correctly worn PPE items) | 3 | | |
Selected the correct tacheometer and tripod suitable for field use (Award 1 mark each for correct identification of tacheometer, tripod, and measuring tape) | 3 | | |
Checked and prepared the cutting tools (pliers, chisel) for use by cleaning and sharpening if necessary (Award 1 mark each for inspection, cleaning, and sharpening/preparation) | 3 | | |
Prepared driving tools (hammer, screwdriver) ensuring they are functional and safe for use (Award 1 mark each for checking hammer and screwdriver conditions) | 2 | | |
Assembled the tripod correctly and ensured stability for setting up the tacheometer (Award 1 mark for correct tripod assembly, 1 mark for leg adjustment, 1 mark for stability check) | 3 | | |
Checked the tacheometer for plumbness and optical cleanliness before field deployment (Award 1 mark for plumbness check, 1 mark for cleaning lenses, 1 mark for securing instrument) | 3 | | |
Safely packed and organized all tools and equipment ready for transport to the field (Award 2 marks for proper packing and organization) | 2 | | |
| Sub-Total | 19 | | |
| PRODUCT CHECKLIST |
All tacheometry tools and equipment are selected correctly and prepared according to field standards (Award 2 marks each for correct selection, preparation, assembly, safety, and organization) | 10 | | |
| Sub-Total | 10 | | |
| GRAND TOTAL | 29 | | |
ASSESSMENT OUTCOME: ☐ Competent ☐ Not Yet Competent (competent if at least 50%)
Practical 2: Setting up and using a theodolite for tacheometric horizontal distance measurement
Quantity Survey · Level 6
Engineering Survey II
PRACTICAL ASSESSMENT
TIME: 4 HOURS
⬇ PDFCandidate Instructions (Candidate Tool)
Type: Individual
INSTRUCTIONS TO CANDIDATE:
1. You are required to perform the following task:
i. Set up a theodolite and measure horizontal angles and calculate horizontal distances between three survey points spaced approximately 30m apart as per the provided site layout.
2. You have been provided with the following resources for the practical task:
| Tools & Equipment | Materials |
|---|
| Theodolite with tripod | Reflective safety vest |
| Measuring tape (5m) | Safety helmet |
| Plumb bob | Safety boots |
| Field notebook and pencil | |
⬇ PDFResources Required (Cutting List)
| S/N | Item | Quantity |
|---|
| 1 | Theodolite with tripod | 1 Pc per Candidate |
| 2 | Measuring tape (5m) | 1 Pc per Candidate |
| 3 | Plumb bob | 1 Pc per Candidate |
| 4 | Field notebook and pencil | 1 Set per Candidate |
| 5 | Reflective safety vest | 1 Pc per Candidate |
| 6 | Safety helmet | 1 Pc per Candidate |
| 7 | Safety boots | 1 Pair per Candidate |
⬇ PDFAssessor Guide
| Items to be Evaluated | Marks Available | Marks Obtained | Comments |
|---|
| TASK 1: SETTING UP THE THEODOLITE |
Wore appropriate PPE: safety helmet, reflective vest, safety boots (Award 1 mark each for helmet, vest, boots) | 3 | | |
Prepared and cleared the site area for instrument set up (Award 1 mark for correct site clearance) | 1 | | |
Assembled the theodolite on the tripod correctly and ensured tripod stability (Award 2 marks for correct assembly and stability) | 2 | | |
Leveled the theodolite using foot screws and spirit level (Award 3 marks for proper leveling) | 3 | | |
Plumbed the instrument using plumb bob accurately over the station mark (Award 2 marks for accurate plumbness) | 2 | | |
Focused the telescope and set the cross hairs clearly on the target point (Award 2 marks for clear focusing and cross hairs setting) | 2 | | |
| Sub-Total | 13 | | |
| TASK 2: MEASUREMENT AND CALCULATION |
Measured horizontal angles between the three points using the theodolite (Award 1 mark each for three correct horizontal angle readings and 1 mark for instrument handling) | 4 | | |
Measured staff intercepts or stadia readings correctly for tacheometric distance determination (Award 2 marks each for two correct staff intercept readings) | 4 | | |
Recorded all measurements accurately in the field notebook (Award 3 marks for complete and accurate recording) | 3 | | |
Calculated horizontal distances between points using tacheometric formula correctly (Award 5 marks for correct calculations and final distances) | 5 | | |
| Sub-Total | 16 | | |
| TASK 3: DISMANTLING AND CLEANING |
Dismantled the theodolite and tripod carefully following correct procedure (Award 2 marks for correct dismantling) | 2 | | |
Cleaned and stored the theodolite, tripod, and accessories properly (Award 2 marks for proper cleaning and storage) | 2 | | |
Cleared and cleaned the working area after completion (Award 1 mark for cleaning the site) | 1 | | |
| Sub-Total | 5 | | |
| PRODUCT CHECKLIST |
Horizontal distances measured and calculated correspond to approx. 30m ± 0.5m between points (Award 6 marks for measurements within tolerance) | 6 | | |
Horizontal angles measured correctly with an accuracy of ±1 minute (Award 4 marks for correct angle measurements) | 4 | | |
Field notebook records complete, neat, and accurate with all readings and calculations (Award 5 marks for complete and accurate documentation) | 5 | | |
| Sub-Total | 15 | | |
| GRAND TOTAL | 49 | | |
ASSESSMENT OUTCOME: ☐ Competent ☐ Not Yet Competent (competent if at least 50%)
🔒Measurement of Vertical Distances Using Levelling StaffPractical 3
🔒Operating Total Station for Distance and Angle MeasurementPractical 4
🔒Calibration of Theodolite and Total Station for Accurate TacheometryPractical 5
🔒Data Collection Using Tacheometry EquipmentPractical 6
🔒Documentation of Tacheometry Survey DataPractical 7
🔒Field Measurement of Horizontal and Vertical Distances Using Theodolite and Levelling StaffPractical 8
🔒Preparation and maintenance of cutting and driving tools for tacheometry worksPractical 9
🔒Setting Out Survey Points Using Total StationPractical 10
🔒Verification and adjustment of theodolite and total station accuracyPractical 11