Land Survey  ·  Level 6
Conduct Engineering Survey II
Chapter 1: Compute earthworks
📚 5 Topics

Earthworks form a fundamental part of land surveying, particularly in projects involving construction, roadworks, and infrastructure development in Kenya. Accurate computation of earthworks ensures proper planning, budgeting, and execution of excavation and embankment activities. Surveyors play a critical role in interpreting ground profiles to determine cut and fill volumes, which directly affect project costs and timelines. This chapter equips land survey professionals with essential knowledge on earthworks and profile analysis necessary for effective project delivery.

1.1 Meaning of Earthworks

Earthworks involve the processes of moving, excavating, or filling soil and rock materials to prepare a site for construction or other engineering purposes. In Kenya, earthworks are crucial in road construction, dam building, airport runways, and urban development projects where the natural terrain must be modified to meet design specifications. Surveyors quantify earthworks by calculating volumes of material to be cut (excavated) or filled (embanked), which influences resource allocation and cost estimation.

1.1.1 Definition and Scope of Earthworks

Earthworks encompass the mechanical or manual shifting of earth materials to achieve desired landforms or elevations. This includes excavation (cutting), embankment (filling), grading, and compaction to create stable foundations for infrastructure. The scope extends from simple landscaping to complex construction sites such as highway corridors, requiring precise volume computations derived from survey data.

1.1.2 Types of Earthworks in Surveying Practice

Different earthwork types encountered in surveying include:

  • Cut Earthworks: Removal of soil or rock to lower the ground level, common in road cutting through hilly terrain.
  • Fill Earthworks: Adding soil or other materials to raise ground level, often used in flood-prone areas or to create embankments.
  • Balanced Earthworks: Achieved when the volume of cut material equals the volume of fill, minimizing transportation costs.
  • Unbalanced Earthworks: When cut and fill volumes differ, requiring importing or exporting materials.
  • Rehandling: Moving excavated material multiple times to reach the final placement, increasing project complexity and cost.

1.1.3 Importance of Accurate Earthwork Computation

Precise earthwork calculations prevent cost overruns and delays. Overestimation leads to wasted resources and inflated budgets, while underestimation causes material shortages and project interruptions. For example, a county government road project in Kisumu experienced delays due to inaccurate cut and fill volumes, highlighting the surveyor’s role in ensuring data accuracy. Earthwork computations also support environmental compliance by controlling soil erosion and sedimentation during construction.

1.1.4 Methods of Computing Earthworks

Surveyors employ several methods for earthwork volume determination:

  • Cross-sectional Method: Calculates volumes between consecutive cross-sections along the project alignment.
  • Grid Method: Uses a grid overlay on the site plan to estimate volumes by summing prism-shaped cells.
  • Contour Method: Estimates volumes by analyzing contour intervals and surface areas.
  • Average End Area Method: A simplified technique using average cross-sectional areas multiplied by distance between sections.
  • Digital Terrain Models (DTM): Modern approach using software to model earth surfaces and compute volumes accurately.

Practice Questions

  1. Explain the different types of earthworks encountered in land surveying and their significance in construction projects. (10 marks)
  2. Describe the impact of inaccurate earthwork computations on project budgeting and scheduling. (8 marks)
  3. Discuss at least three methods used to compute earthworks and their practical applications. (12 marks)
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🔒1.2 Elements of a Profile

Profiles in land surveying represent vertical sections of the terrain along a specific alignment or cross-section. They provide critical information about ground elevations, slopes, and irregularities that affect earthworks design and volume calculations. Unde…

🔒1.3 Area Computation

Accurate area computation is fundamental in land surveying, particularly for engineering projects such as road construction, building layout, and agricultural land management in Kenya. Surveyors must determine the exact size of parcels to support design, cost…

🔒1.4 Volume computation

Volume computation is critical in engineering surveys where earthworks are involved, such as road cuttings, embankments, and dam construction. In Kenya, accurate volume estimation supports budgeting and resource allocation for projects in both urban and rural…

🔒1.5 Mass haul diagrams

Mass haul diagrams are essential tools in earthworks computation, particularly for large-scale civil engineering projects such as road construction or dam building. In Kenya, surveyors engaged in road projects commissioned by county governments or the Kenya Na…

🔒Conduct Underground Survey

Conducting underground surveys is a critical aspect of land surveying, especially in urban areas of Kenya where numerous utilities and infrastructures lie beneath the surface. Accurate underground surveys are vital for safe excavation, construction, and mainte…

Chapter Summary

Earthworks refer to the excavation, movement, and compaction of soil or rock to prepare a site for construction or other engineering purposes. Understanding the elements of a profile is crucial, which includes both cross-section profiles that show vertical slices across the terrain and longitudinal profiles that represent the terrain along a line of direction. Computing areas for earthworks involves different approaches depending on the shape of the boundaries, with distinct methods for regular boundaries where shapes are geometric and irregular boundaries that require more complex calculations. Volume computation is essential for determining the amount of material to be moved, and this can be done using cross-sections or contour methods, each providing a way to estimate earthwork quantities accurately. Mass haul diagrams are used to plan and optimize the transportation of earth materials by illustrating the balance between cut and fill along the project route. The chapter also addresses the importance of conducting underground surveys to gather accurate subsurface data that influences earthwork calculations and project planning. Together, these topics build a comprehensive foundation for effectively managing earthworks in engineering projects.

Self-Assessment

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A. Written Assessment

  1. Define earthworks in the context of land surveying and explain its significance in construction projects. (4 marks)
  2. Differentiate between cross-section profiles and longitudinal profiles in earthworks surveys. (4 marks)
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Chapter Examination Questions

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SECTION A (40 Marks) - Answer ALL Questions

  1. Define earthworks and explain its significance in land surveying projects such as road construction by KeNHA. (4 marks)
  2. Describe the main elements of a longitudinal profile and their relevance in highway design. (4 marks)
🔒18 more in this section.

Chapter Practical Activities

Practical 1: Identify and Explain Earthworks Components and Profile Elements

Land Survey · Level 6
Conduct 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.  Identify and explain the components of earthworks and profile elements on site and prepare a labeled sketch of a 30m long earthworks profile.
2.  You have been provided with the following resources for the practical task:
Tools & EquipmentMaterials
Levelling instrument with accessoriesLevelling field notebook
Ranging rodsA2 Drawing paper
Steel tape 50mWriting materials (foolscap sheets)
PegsPencil and eraser
Scale rule (Metric)
Set squares
Scientific calculator
⬇ PDFResources Required (Cutting List)
S/NItemQuantity
1Levelling instrument with accessories1 set per Candidate
2Ranging rods2 per Candidate
3Levelling field notebook1 per Candidate
4Steel tape 50m1 per Candidate
5Pegs14 pcs per Candidate
6A2 Drawing paper1 per Candidate
7Writing materials (foolscap sheets)5 pcs per Candidate
8Scale rule (Metric) and set squares1 set per Candidate
9Pencil and eraser1 set per Candidate
10Scientific calculator1 per Candidate
⬇ PDFAssessor Guide
Items to be EvaluatedMarks AvailableMarks ObtainedComments
TASK 1: Identification and Explanation of Earthworks Components
Identified and used appropriate PPE (dust coat/apron, safety boots/closed shoes)
(Award 1 mark for each or zero x 2 = 2 Marks)
2
Assessed the topography and removed minor obstacles from the site
(Award 2 marks for correct assessment and clearing)
2
Set out a baseline on site of 30m length using steel tape and pegged at intervals
(Award 2 marks for correct measurement and pegging)
2
Identified and explained earthworks components on site: cutting, filling, batter slopes, benching, and formation level
(Award marks based on clarity and correctness of explanation)
3
Identified and explained profile elements such as ground line, formation level, existing ground level, and reduced levels
(Award marks for accuracy and completeness of explanation)
3
Sub-Total12
TASK 2: Preparation of Earthworks Profile Sketch
Prepared a neat labeled sketch of the earthworks profile on A2 drawing paper
(Award 3 marks for neatness and labeling)
3
Accurately plotted profile elements to scale using scale rule and set squares
(Award 3 marks for accuracy and scale correctness)
3
Included all relevant earthworks components in the sketch
(Award 2 marks for completeness)
2
Used correct drawing conventions and annotations
(Award 2 marks for correct annotations)
2
Explained the sketch elements verbally or in writing
(Award 3 marks for clear explanation)
3
Sub-Total13
PRODUCT CHECKLIST
Sketch contains a 30m long earthworks profile with labeled cutting, filling, batter slopes, benching, formation level, and ground line
(Award 5 marks for accurate and complete labeling and dimensions)
5
Profile sketch is drawn to scale (e.g. 1:100 horizontal and 1:50 vertical) and is neat and legible
(Award 4 marks for scale accuracy and neatness)
4
Profile elements match site measurements and reduced levels explained
(Award 5 marks for correctness of profile elements and level data)
5
Sub-Total14
GRAND TOTAL39
ASSESSMENT OUTCOME:   ☐ Competent    ☐ Not Yet Competent (competent if at least 50%)

Practical 2: Prepare cross-section profiles of a 30m terrain strip

Land Survey · Level 6
Conduct Engineering Survey II
PRACTICAL ASSESSMENT
TIME: 5 HOURS
⬇ PDFCandidate Instructions (Candidate Tool)

Type: Individual

INSTRUCTIONS TO CANDIDATE:
1.  You are required to perform the following task:
i.  Prepare cross-section profiles of a 30m long terrain strip with cross-sections every 5m and offsets at 2m intervals.
2.  You have been provided with the following resources for the practical task:
Tools & EquipmentMaterials
Levelling instrument with accessoriesA2 Drawing paper
Ranging rodsPegs
Levelling field notebookWriting materials (Foolscaps)
50m Steel tape
Scale rule (Metric) and Set squares
Pencil and eraser
Scientific calculator
⬇ PDFResources Required (Cutting List)
S/NItemQuantity
1Levelling instrument with accessories1 per 3 Candidates
2Ranging rods2 per Candidate
3Levelling field notebook1 per Candidate
450m Steel tape1 per 5 Candidates
5A2 Drawing paper1 per Candidate
6Pegs14 Pcs per Candidate
7Writing materials (Foolscaps)5 sheets per Candidate
8Scale rule (Metric) and Set squares1 per Candidate
9Pencil and eraser1 set per Candidate
10Scientific calculator1 per Candidate
⬇ PDFAssessor Guide
Items to be EvaluatedMarks AvailableMarks ObtainedComments
TASK 1: Preparation and PPE
Identified and used PPE appropriately (dust coat/apron and safety boots/closed shoes)
(Award 1 mark for each or zero x2 = 2 Marks)
2
Sub-Total2
TASK 2: Site setup and measurement
Selected and cleared a suitable 30m terrain strip
(Award 2 marks for correct site selection and clearing)
2
Set out cross-section points at 5m intervals along the 30m line
(Award 1 mark per correct cross-section point, total 3 marks)
3
Measured offsets at 2m intervals perpendicular to the line at each cross-section
(Award marks proportionally up to 3 marks for correct offset measurements)
3
Pegged and labelled all measured points correctly
(Award 2 marks for correct pegging and labelling)
2
Sub-Total10
TASK 3: Levelling and data recording
Accurately set up and levelled the levelling instrument over benchmark
(Award 2 marks for correct setup and levelling)
2
Took and recorded levels at all pegged points using correct booking format
(Award marks based on accuracy and completeness of booking up to 4 marks)
4
Reduced levels using rise and fall method with arithmetic checks
(Award 4 marks for correct reduction and checking)
4
Sub-Total10
TASK 4: Plotting cross-section profiles
Plotted cross-section profiles accurately on A2 drawing paper
(Award 3 marks for accuracy of plotting)
3
Used appropriate scale and labelled all points and elevations
(Award 2 marks for correct scale and labelling)
2
Maintained neatness and completeness of drawing
(Award 2 marks for neatness and completeness)
2
Sub-Total7
TASK 5: Computation of earthwork volumes
Computed depths of excavation correctly from cross-section profiles
(Award 3 marks for correct depth computation)
3
Computed volume of soil to be excavated accurately
(Award 4 marks for accurate volume computation)
4
Sub-Total7
PRODUCT CHECKLIST
Cross-section profiles drawn to scale with dimensions: length 30000mm, cross-section spacing 5000mm, offset spacing 2000mm
(Award 4 marks for accurate dimensions matching drawing specification)
4
Profiles labelled correctly with elevations and point references
(Award 3 marks for correct labelling)
3
Earthwork volume computations are accurate and clearly presented
(Award 3 marks for clear and accurate computations)
3
Sub-Total10
GRAND TOTAL46
ASSESSMENT OUTCOME:   ☐ Competent    ☐ Not Yet Competent (competent if at least 50%)
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🔒Preparation of Longitudinal Profiles along a 50m Road AlignmentPractical 3
🔒Compute area of earthworks with regular rectangular boundaryPractical 4
🔒Compute area of earthworks with irregular boundariesPractical 5
🔒Calculate earthwork volume from cross-sections for a road embankmentPractical 6
🔒Interpret and compute earthworks cut and fill from contour mapPractical 7
🔒Prepare and Analyze Mass Haul Diagrams for Earthwork PlanningPractical 8
🔒Integrate cross-section and longitudinal profile data to compute earthwork volumesPractical 9
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