Civil Engineering  ·  Level 6
Road Construction Works I
Chapter 2: Construct pavement layers
📚 6 Topics
⚑ What you will be able to do

By the end of this chapter, you will be able to:

  • Correctly identify and gather all the necessary resources for road construction work.
  • Mobilize equipment and materials efficiently to the construction site.
  • Organize the resources to ensure smooth workflow during pavement layer construction.
  • Prepare the site with the right tools and materials ready for use.

Mastering these skills will help you build strong, durable roads that serve your community safely and reliably.

Compiled by: Samuel Wachira

2.1 Road construction resources

Road construction resources are the materials, people and machines that must be planned, obtained, organised and controlled to build a road to the required standard, on time and within budget. Roads use very large quantities of earth, gravel, stone and bitumen, need teams ranging from engineers to labourers, and depend heavily on heavy plant such as graders, rollers and pavers. Poor planning of any one resource, such as a shortage of suitable gravel, an idle grader waiting for water bowsers, or too few labourers for drainage works, delays the whole project and increases costs. Example: a contractor upgrading a 5 km gravel road to bitumen standard for a county roads department in Kakamega prepared a resource schedule showing when each material, labour gang and machine was needed, which kept the plant working continuously and completed the job two weeks early.

2.1.1 Materials resources

Materials resources are the natural and manufactured materials used to build the layers, drainage structures and furniture of a road, from the earthworks and gravel layers to the bituminous surfacing, culverts, kerbs, signs and markings. They usually form the largest part of the cost of a road, and their quality directly determines how long the road lasts, so they must meet the specification and be tested before and during use. Materials management covers identifying suitable sources, testing, ordering, delivering, storing, using and recording materials so that the right quantity of the right quality is available when needed. Example: before work started on an access road for a tea factory in Kericho, the materials engineer tested gravel from three borrow pits and approved only one that met the plasticity and strength requirements for the sub-base.

Common Road Construction Materials

Name Specification Use
Natural gravel Well-graded gravel meeting grading, plasticity index and CBR requirements Sub-base, base for low-volume roads and gravel wearing course
Crushed stone aggregate Graded crushed rock, for example 0 to 40 mm for base; 10 mm and 14 mm chippings for surfacing Graded crushed stone base, surface dressing chippings and asphalt
Sand and fine aggregate Clean sand or crusher dust Asphalt and concrete mixes, bedding and blinding
Cement and lime Ordinary Portland or blended cement; hydrated lime Soil and gravel stabilisation, concrete works
Penetration grade bitumen Grades such as 60/70 and 80/100 Hot asphalt mixes and surface dressing binders
Cutback bitumen Medium-curing grades such as MC-30 Prime coat on granular bases
Bitumen emulsion Cationic emulsions in various grades Tack coats, surface dressing and patching
Asphalt concrete Hot mix of bitumen and graded aggregate Wearing course and binder course of paved roads
Concrete and reinforcement Specified concrete grades and steel bars Culverts, drifts, retaining walls, bridges and kerbs
Precast concrete units Culvert pipes, kerbs, channels and paving blocks Drainage, road edges and pedestrian areas
Geotextiles Woven or non-woven synthetic fabrics Separation, filtration and reinforcement of weak subgrades
Road furniture materials Steel posts, sign plates, guardrails, thermoplastic paint, road studs Signs, safety barriers and road markings
Water Clean water free from harmful substances Compaction of layers, concrete and dust control

Sources of Road Construction Materials

  • Borrow pits: Excavated pits near the road provide gravel and fill, reducing haulage distances.
  • Quarries: Rock quarries produce crushed stone for base layers, surfacing chippings and concrete.
  • Cutting on the road line: Suitable material excavated from road cuts is reused as fill on embankments.
  • Commercial suppliers: Cement, bitumen, steel and precast units are bought from manufacturers and distributors.
  • Recycled materials: Milled asphalt and crushed concrete can be reused in new road layers where suitable.
  • Water sources: Rivers, boreholes and dams supply water, subject to permits from the water authorities.

Steps in Managing Road Construction Materials

  1. Determine requirements: Calculate the quantities of each material from the drawings and bill of quantities.
  2. Identify and test sources: Locate borrow pits, quarries and suppliers, and test samples for compliance with the specification.
  3. Obtain approvals and permits: Get the engineer's approval of sources and any permits for borrow pits, quarries and water abstraction.
  4. Plan deliveries: Schedule deliveries to match the construction programme and avoid shortages or excessive stockpiles.
  5. Receive and inspect materials: Check quantity and quality on delivery and reject non-complying materials.
  6. Store materials properly: Stockpile aggregates on prepared ground, store cement dry and keep bitumen safely away from fire risks.
  7. Control usage: Issue and record materials used on each section and compare with planned quantities.
  8. Test during construction: Carry out routine tests on materials and completed layers.
  9. Restore borrow pits: Reshape, cover with topsoil and rehabilitate borrow pits after use.

Worked Example: Gravel Required for a Base Layer

A road 1 km long has a gravel base 7.0 m wide and 150 mm (0.15 m) compacted thickness. The ratio of loose to compacted volume is 1.3. Trucks carry 10 m³ of loose gravel. Calculate the loose gravel required and the number of truckloads.

Compacted volume = Length × Width × Thickness

Compacted volume = 1,000 × 7.0 × 0.15

Compacted volume = 1,050 m³

Loose volume = Compacted volume × 1.3

Loose volume = 1,050 × 1.3

Loose volume = 1,365 m³

Number of truckloads = Loose volume ÷ Truck capacity

Number of truckloads = 1,365 ÷ 10

Number of truckloads = 136.5, say 137 trips

2.1.2 Labour and workforce management

Labour and workforce management is the planning, recruitment, organisation, supervision, motivation and welfare of all the people working on a road project, from engineers and supervisors to plant operators, artisans and labourers. Even on highly mechanised projects, people decide how resources are used, and on labour-based projects, such as those promoted under Kenya's Roads 2000 approach, local workers carry out much of the earthworks, drainage and gravelling by hand, creating employment in rural areas. Good workforce management ensures the right number of people with the right skills are available at the right time, working safely and productively, and paid fairly and on time. Example: a contractor improving rural access roads for a county roads office in Kitui recruited and trained local youth and women for ditching and culvert installation, organised them into gangs with daily task rates, and completed the drainage works on schedule while injecting over Ksh 3 million in wages into the community.

Categories of Road Construction Workforce

Category Examples Main roles
Professional and technical staff Resident engineer, site agent, materials engineer, surveyor, quantity surveyor Planning, design supervision, quality control and contract management
Supervisors General foreman, gang leaders, plant supervisor Directing daily work and supervising gangs
Plant operators and drivers Grader, dozer, excavator and roller operators; truck drivers Operating machines safely and productively
Skilled artisans Masons, carpenters, steel fixers, mechanics, welders Culverts, drainage structures, formwork and plant repairs
Semi-skilled workers Chainmen, laboratory assistants, store clerks Assisting technical staff and controlling records
Unskilled labourers Labourers for ditching, gravelling, bush clearing Manual earthworks, loading, spreading and site cleaning
Support staff Security guards, cooks, flagmen, first aiders Site security, welfare and traffic control

Functions of Workforce Management

  • Workforce planning: Estimating the numbers and skills needed for each activity from the programme and quantities.
  • Recruitment and selection: Hiring qualified staff and local labour fairly, following labour laws and any local content requirements.
  • Training and induction: Inducting all workers on safety, site rules and their tasks, and training them in specific skills.
  • Organisation into gangs: Grouping workers into teams with clear leaders, tasks and targets.
  • Supervision and productivity control: Setting daily tasks, monitoring output and correcting poor performance.
  • Health, safety and welfare: Providing PPE, first aid, drinking water, sanitation and safe working conditions.
  • Payment and records: Keeping accurate attendance and output records and paying wages promptly.
  • Industrial relations: Handling grievances, discipline and communication fairly to avoid disputes and stoppages.

Steps in Planning the Workforce for a Road Activity

  1. Identify the activities: List the activities, such as bush clearing, ditch excavation and culvert installation.
  2. Determine quantities: Obtain the quantity of work for each activity from the bill of quantities.
  3. Establish productivity rates: Use standard task rates, such as cubic metres of excavation per worker per day.
  4. Calculate labour requirements: Divide quantities by productivity to find the person-days needed.
  5. Decide the duration and gang size: Determine how many workers are needed to finish within the programmed time.
  6. Recruit and train workers: Hire workers and give induction and skills training.
  7. Allocate tasks and supervise: Assign daily tasks to gangs and supervise output and quality.
  8. Monitor and adjust: Compare actual output with plans and adjust gang sizes or methods as needed.

Worked Example: Labour Requirement for Ditch Excavation

A section of road requires 900 m³ of side ditch excavation by hand. Productivity is 3 m³ per worker per day, and the gang has 25 workers paid Ksh 600 per day. Calculate the person-days, duration and labour cost.

Person-days = Quantity ÷ Productivity

Person-days = 900 ÷ 3

Person-days = 300 person-days

Duration = Person-days ÷ Number of workers

Duration = 300 ÷ 25

Duration = 12 days

Labour cost = Person-days × Daily wage

Labour cost = 300 × 600

Labour cost = Ksh 180,000

Health, Safety and Welfare of Road Workers

  • Personal protective equipment: Provide helmets, high-visibility vests, boots, gloves and dust masks.
  • Traffic management: Protect workers from passing traffic with signs, cones, barriers and flagmen.
  • Safe plant operation: Keep workers away from moving machines and use banksmen when reversing.
  • Welfare facilities: Provide drinking water, toilets, shade and first aid kits.
  • Working hours and rest: Plan reasonable working hours and rest breaks, especially in hot weather.

2.1.3 Equipment and machinery

Equipment and machinery are the plant, vehicles and tools used to clear, excavate, haul, spread, compact and surface materials during road construction. Mechanised equipment allows large quantities of earth and gravel to be moved and compacted quickly and to a high standard, but it is expensive to buy, hire, operate and maintain, so the right machines must be selected, matched to each other and kept working productively. Equipment management covers selecting suitable plant, planning its use, matching machines such as excavators and trucks, maintaining them and controlling their costs. Example: on a road rehabilitation project for a sugar company's outgrower roads in Mumias, the contractor matched one excavator with four tipper trucks after calculating cycle times, so that neither the excavator nor the trucks stood idle.

Common Road Construction Equipment

Name Specification Use
Bulldozer Tracked tractor with front blade and rear ripper Bush clearing, pushing earth and ripping hard ground
Motor grader Wheeled machine with long adjustable blade Shaping, levelling and grading the road profile and side drains
Excavator Tracked or wheeled machine with bucket on a boom Excavating cuttings, drains, borrow pits and loading trucks
Wheel loader Wheeled machine with front bucket Loading gravel, aggregates and spoil into trucks
Tipper (dump) truck Typically 10 to 20 tonne capacity Hauling gravel, aggregates and spoil
Water bowser Truck or trailer with water tank and spray bar Supplying water for compaction and dust control
Smooth drum vibratory roller Single or double drum, vibrating Compacting granular layers and asphalt
Pneumatic-tyred roller Multiple rubber tyres Compacting granular layers and asphalt surfaces, kneading action
Padfoot (sheepsfoot) roller Drum with projecting feet Compacting clay and cohesive soils
Bitumen distributor Heated tank truck with spray bar Spraying prime, tack coat and surface dressing binder
Chip spreader Self-propelled or truck-mounted spreader Spreading chippings for surface dressing
Asphalt paver Tracked or wheeled machine with heated screed Laying asphalt concrete to line and level
Plate compactor and rammer Hand-operated vibrating plate or jumping rammer Compacting trenches, around culverts and small areas
Concrete mixer 100 to 500 litre drum mixer Producing concrete for culverts and drainage structures

Factors Influencing Selection of Equipment

  • Nature of the work: The activity, such as clearing, excavation, haulage or compaction, determines the type of machine.
  • Quantity of work: Large volumes justify bigger, high-output machines, while small jobs suit smaller plant or manual methods.
  • Soil and material type: Clay, sand, rock and gravel need different excavating and compacting equipment.
  • Haul distance: Short hauls may suit dozers or loaders, while long hauls need trucks.
  • Site conditions: Terrain, access, space and ground bearing capacity affect the choice of tracked or wheeled machines.
  • Cost of ownership or hire: Purchase, hire, fuel, operator and maintenance costs must be compared.
  • Availability of parts and skilled operators: Machines with local support and trained operators reduce downtime.
  • Programme requirements: The time available determines the output and number of machines needed.

Steps in Managing Road Construction Equipment

  1. Plan equipment requirements: Determine the types, numbers and timing of machines from the programme.
  2. Decide whether to buy or hire: Compare the costs and availability of owning and hiring each machine.
  3. Match machines: Balance the outputs of loading, hauling, spreading and compacting equipment to avoid idle time.
  4. Mobilise and inspect: Bring machines to site, inspect them and confirm operator competence.
  5. Carry out daily checks: Have operators check fuel, oil, water, tyres, brakes and safety devices before each shift.
  6. Record usage: Keep logbooks of working hours, idle time, fuel and breakdowns.
  7. Maintain and repair: Service machines according to the manufacturer's schedule and repair faults promptly.
  8. Control safety: Enforce safe operating practices, reversing alarms and banksmen.
  9. Demobilise: Remove machines from site when their work is complete to avoid unnecessary costs.

Worked Example: Matching Trucks to an Excavator

An excavator loads gravel at 60 m³ per hour. Each tipper truck carries 10 m³ and takes 30 minutes for a complete cycle of loading, hauling, tipping and returning. Calculate the number of trucks needed.

Trips per truck per hour = 60 minutes ÷ Cycle time

Trips per truck per hour = 60 ÷ 30

Trips per truck per hour = 2 trips

Output per truck = Trips per hour × Truck capacity

Output per truck = 2 × 10

Output per truck = 20 m³ per hour

Number of trucks = Excavator output ÷ Output per truck

Number of trucks = 60 ÷ 20

Number of trucks = 3 trucks

Maintenance of Road Construction Equipment

  • Daily maintenance: Operators check fluid levels, greasing points, tyres, tracks, lights and alarms before work.
  • Preventive maintenance: Machines are serviced at set hours of operation, including oil, filter and part changes.
  • Breakdown repairs: Faults are repaired promptly by mechanics to reduce downtime.
  • Record keeping: Maintenance records track service history, costs and recurring faults.
  • Safe parking and security: Machines are parked on firm ground, secured and protected from theft and vandalism at night.
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🔒2.2 Drawings Interpretation

In civil engineering projects such as road construction, accurate interpretation of construction drawings is critical for ensuring that pavement layers are constructed according to design specifications. Kenyan civil engineers working with county governments o…

🔒2.3 Levelling Activities

Levelling is a fundamental surveying activity in road construction that determines the relative heights of points on the ground. In Kenya’s civil engineering projects, accurate levelling ensures proper design and construction of pavement layers by establishing…

🔒2.4 Profile Layers Including Subgrade, Subbase, Base Course, Binder, Wearing Course

The pavement structure consists of several layers, each with a specific role in distributing traffic loads and ensuring durability. Understanding each layer's function and composition is vital for Kenyan civil engineers to design roads that withstand climatic…

🔒2.5 Maintenance of road structure

Maintenance of road structures is a critical aspect of civil engineering that ensures the longevity, safety, and functionality of pavements. In Kenya, where roads endure heavy traffic loads, seasonal weather changes, and varying soil conditions, effective main…

🔒2.6 Construction tools and equipment

Construction tools and equipment are fundamental to the successful execution of pavement layers in road construction projects. In Kenya, civil engineering professionals rely on an array of hand tools, power tools, and heavy machinery to achieve the required co…

Chapter Summary

This chapter explored the essential resources required for road construction, including material selection, effective labour management, and the use of appropriate equipment and machinery. It examined how to interpret various construction drawings by understanding different types, symbols, abbreviations, and the importance of scale and accurate measurement. The discussion on levelling activities covered the different types of levelling methods and the instruments used to ensure precise ground profiling. The chapter detailed the profile layers of a pavement, describing the roles of the subgrade, subbase, base course, binder, and wearing course in creating a durable road structure. Maintenance of road structures was addressed by outlining the types of maintenance, inspection techniques, and common defects alongside their remedial measures. Finally, the chapter reviewed the range of construction tools and heavy machinery, emphasizing safety equipment, best practices, and the importance of regular equipment maintenance and operation to ensure efficient and safe road construction processes.

Self-Assessment

🔒 PDFDownload this self-assessment, with answers

A. Written Assessment

  1. Which of the following materials is commonly used as a binder layer in road pavement construction? (2 marks)
    a) Crushed stone
    b) Bitumen
    c) Sand
    d) Gravel

  2. Describe two key responsibilities involved in labour and workforce management during road construction. (4 marks)

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Chapter Examination Questions

🔒 PDFDownload these examination questions, with worked answers

SECTION A (40 Marks) - Answer ALL Questions

  1. Identify five key materials commonly used in road pavement construction and explain one reason why each is important. (4 marks)
  2. Describe the role of workforce management in ensuring timely completion of road construction projects in Kenya. (4 marks)
🔒18 more in this section.

Chapter Practical Activities

Practical 1: Identify and prepare materials and resources for pavement construction

Civil Engineering · Level 6
Road Construction Works I
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 prepare all necessary materials and tools for constructing a 1000mm x 600mm pavement section.
2.  You have been provided with the following resources for the practical task:
Tools & EquipmentMaterials
Spirit levelBallast
Tape measureGravel
SpadeLime
JembeSand
WheelbarrowWater
Tamping rodRaised kerbs 0.9 meters long
Wooden floatFlash kerbs 0.9 meters long
Mason hammerPPE (gloves, facemask, overall, safety shoes, helmet)
Chisel
⬇ PDFResources Required (Cutting List)
S/NItemQuantity
1Spirit level1 Pc per Candidate
2Tape measure1 Pc per Candidate
3Spade1 Pc per 3 Candidates
4Jembe1 Pc per 3 Candidates
5Wheelbarrow1 Pc per 3 Candidates
6Tamping rod1 Pc per Candidate
7Wooden float1 Pc per Candidate
8Mason hammer1 Pc per Candidate
9Chisel1 Pc per Candidate
10Ballast1 Wheelbarrow per 2 Candidates
11Gravel1 Wheelbarrow per Candidate
12Lime10 kg per Candidate
13Sand1 Wheelbarrow per 2 Candidates
14WaterSufficient for mixing
15PPE (gloves, facemask, overall, safety shoes, helmet)1 Set per Candidate
16Raised kerbs 0.9 meters long2 Pcs per Candidate
17Flash kerbs (channels) 0.9 meters long2 Pcs per Candidate
⬇ PDFAssessor Guide
Items to be EvaluatedMarks AvailableMarks ObtainedComments
TASK 1: Safety and PPE
Wore PPE (Overall, Safety boots, Gloves, Facemask, Helmet)
(Award 3 marks or zero)
3
Sub-Total3
TASK 2: Identification and selection of materials
Selected correct quantities of ballast, gravel, lime, and sand required for pavement layers
(Award 1 mark for each material selected correctly, 4x1=4 marks)
4
Selected appropriate raised kerbs and flash kerbs for pavement edges
(Award 2 marks or zero)
2
Sub-Total6
TASK 3: Preparation of materials and tools
Measured and marked out 1000mm length and 600mm width on site
(Award 2 marks or zero)
2
Prepared materials by mixing lime and gravel at correct 10% ratio
(Award 3 marks or zero)
3
Arranged all tools and materials in organized manner for construction
(Award 2 marks or zero)
2
Sub-Total7
TASK 4: Site clearance and preparation
Cleared working area of debris and vegetation
(Award 2 marks or zero)
2
Ensured site is safe and tools handled properly
(Award 2 marks or zero)
2
Sub-Total4
PRODUCT CHECKLIST
Accurate measurement of 1000mm length marked on site
(Award 1 mark or zero)
1
Accurate measurement of 600mm width marked on site
(Award 1 mark or zero)
1
Materials mixed to correct proportions (lime 10% of gravel)
(Award 2 marks or zero)
2
Materials and tools arranged ready for pavement construction
(Award 2 marks or zero)
2
Sub-Total6
GRAND TOTAL26
ASSESSMENT OUTCOME:   ☐ Competent    ☐ Not Yet Competent (competent if at least 50%)

Practical 2: Organize and assign workforce for pavement layer construction

Civil Engineering · Level 6
Road Construction Works I
PRACTICAL ASSESSMENT
TIME: 4 HOURS
⬇ PDFCandidate Instructions (Candidate Tool)

Type: Individual

INSTRUCTIONS TO CANDIDATE:
1.  You are required to perform the following task:
i.  Organize and assign a workforce to construct a pavement 1000mm long by 600mm wide with sub-base and base layers as per site specifications.
2.  You have been provided with the following resources for the practical task:
Tools & EquipmentMaterials
Tape measureBallast
Spirit levelGravel
SpadeLime
JembeSand
WheelbarrowWater
Mason hammerPPEs (Safety boots, Overall, Gloves, Helmet, Facemask)
Chisel
Tamping rod
Wooden float
⬇ PDFResources Required (Cutting List)
S/NItemQuantity
1PPEs (Safety boots, Overall, Gloves, Helmet, Facemask)1 set per Candidate
2Tape measure1 per Candidate
3Spirit level1 per Candidate
4Spade1 per 3 Candidates
5Jembe1 per 3 Candidates
6Wheelbarrow1 per 3 Candidates
7Mason hammer1 per Candidate
8Chisel1 per Candidate
9Tamping rod1 per Candidate
10Wooden float1 per Candidate
11Ballast1 wheelbarrow per 2 Candidates
12Gravel1 wheelbarrow per Candidate
13Lime10 kg per Candidate
14Sand1 wheelbarrow per 2 Candidates
15WaterSufficient for task per Candidate
⬇ PDFAssessor Guide
Items to be EvaluatedMarks AvailableMarks ObtainedComments
TASK 1: Labour and workforce management on site
Wore prescribed PPEs (Safety boots, Overall, Gloves, Helmet, Facemask)
(Award 3 marks or zero)
3
Prepared a detailed workforce assignment plan including number of workers and task allocation
(Award 4 marks or zero)
4
Organized workers to clear and prepare the pavement site correctly
(Award 3 marks or zero)
3
Assigned workers to lay and compact the sub-base layer uniformly
(Award 4 marks or zero)
4
Assigned workers to mix lime and gravel at 10% lime content and lay the base layer
(Award 4 marks or zero)
4
Monitored workforce to ensure correct use of tools and safety practices
(Award 3 marks or zero)
3
Ensured timely completion of each pavement layer task as per schedule
(Award 3 marks or zero)
3
Maintained clear communication and supervision of workforce during construction
(Award 3 marks or zero)
3
Sub-Total27
PRODUCT CHECKLIST
Pavement constructed to specified dimensions: 1000mm length and 600mm width (+/- 2mm)
(Award 2 marks or zero)
2
Sub-base layer thickness approximately 150mm and base layer thickness approximately 50mm
(Award 2 marks or zero)
2
Layers compacted evenly and uniformly with no visible segregation or voids
(Award 3 marks or zero)
3
Workforce managed efficiently to produce pavement within planned time
(Award 2 marks or zero)
2
Sub-Total9
GRAND TOTAL36
ASSESSMENT OUTCOME:   ☐ Competent    ☐ Not Yet Competent (competent if at least 50%)
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🔒Operate and maintain a vibratory roller for road pavement compactionPractical 3
🔒Interpret construction drawings and symbols for pavement layersPractical 4
🔒Set out and measure a pavement section 1000mm x 600mm on sitePractical 5
🔒Perform levelling activities to determine and mark site levelsPractical 6
🔒Construct subgrade layer for a road pavement sectionPractical 7
🔒Construct subbase and base course pavement layers 1000mm x 600mmPractical 8
🔒Lay binder and wearing course layers for pavement constructionPractical 9
🔒Identify and Use Construction Tools for Pavement Layer ConstructionPractical 10
🔒Apply personal protective equipment and safety practices on sitePractical 11
🔒Conduct routine inspection of a 1000mm x 600mm road pavement sectionPractical 12
🔒Identify and Repair Common Road Pavement Defects on a 2m x 1m SectionPractical 13
🔒Perform Routine Road Maintenance Works on a 2m by 1m Road SectionPractical 14
🔒Set out pavement layers 1000mm x 600mm as per construction drawingPractical 15
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Am I competent?

At the start of this chapter we promised you would be able to:

  • Correctly identify and gather all the necessary resources for road construction work.
  • Mobilize equipment and materials efficiently to the construction site.
  • Organize the resources to ensure smooth workflow during pavement layer construction.
  • Prepare the site with the right tools and materials ready for use.

Tick each one you can genuinely do.

So, are you there yet?

You're competent when you can confidently do 50% or more of what this chapter promised.

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