By the end of this chapter, you will be able to:
Mastering these skills will help you build strong, durable roads that serve your community safely and reliably.
Compiled by: Samuel Wachira
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.
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.
| 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 |
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
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.
| 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 |
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
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.
| 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 |
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
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Create a free accountThis 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.
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
Describe two key responsibilities involved in labour and workforce management during road construction. (4 marks)
Type: Individual
| Tools & Equipment | Materials |
|---|---|
| Spirit level | Ballast |
| Tape measure | Gravel |
| Spade | Lime |
| Jembe | Sand |
| Wheelbarrow | Water |
| Tamping rod | Raised kerbs 0.9 meters long |
| Wooden float | Flash kerbs 0.9 meters long |
| Mason hammer | PPE (gloves, facemask, overall, safety shoes, helmet) |
| Chisel |
| S/N | Item | Quantity |
|---|---|---|
| 1 | Spirit level | 1 Pc per Candidate |
| 2 | Tape measure | 1 Pc per Candidate |
| 3 | Spade | 1 Pc per 3 Candidates |
| 4 | Jembe | 1 Pc per 3 Candidates |
| 5 | Wheelbarrow | 1 Pc per 3 Candidates |
| 6 | Tamping rod | 1 Pc per Candidate |
| 7 | Wooden float | 1 Pc per Candidate |
| 8 | Mason hammer | 1 Pc per Candidate |
| 9 | Chisel | 1 Pc per Candidate |
| 10 | Ballast | 1 Wheelbarrow per 2 Candidates |
| 11 | Gravel | 1 Wheelbarrow per Candidate |
| 12 | Lime | 10 kg per Candidate |
| 13 | Sand | 1 Wheelbarrow per 2 Candidates |
| 14 | Water | Sufficient for mixing |
| 15 | PPE (gloves, facemask, overall, safety shoes, helmet) | 1 Set per Candidate |
| 16 | Raised kerbs 0.9 meters long | 2 Pcs per Candidate |
| 17 | Flash kerbs (channels) 0.9 meters long | 2 Pcs per Candidate |
| Items to be Evaluated | Marks Available | Marks Obtained | Comments |
|---|---|---|---|
| TASK 1: Safety and PPE | |||
| Wore PPE (Overall, Safety boots, Gloves, Facemask, Helmet) (Award 3 marks or zero) | 3 | ||
| Sub-Total | 3 | ||
| 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-Total | 6 | ||
| 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-Total | 7 | ||
| 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-Total | 4 | ||
| 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-Total | 6 | ||
| GRAND TOTAL | 26 | ||
Type: Individual
| Tools & Equipment | Materials |
|---|---|
| Tape measure | Ballast |
| Spirit level | Gravel |
| Spade | Lime |
| Jembe | Sand |
| Wheelbarrow | Water |
| Mason hammer | PPEs (Safety boots, Overall, Gloves, Helmet, Facemask) |
| Chisel | |
| Tamping rod | |
| Wooden float |
| S/N | Item | Quantity |
|---|---|---|
| 1 | PPEs (Safety boots, Overall, Gloves, Helmet, Facemask) | 1 set per Candidate |
| 2 | Tape measure | 1 per Candidate |
| 3 | Spirit level | 1 per Candidate |
| 4 | Spade | 1 per 3 Candidates |
| 5 | Jembe | 1 per 3 Candidates |
| 6 | Wheelbarrow | 1 per 3 Candidates |
| 7 | Mason hammer | 1 per Candidate |
| 8 | Chisel | 1 per Candidate |
| 9 | Tamping rod | 1 per Candidate |
| 10 | Wooden float | 1 per Candidate |
| 11 | Ballast | 1 wheelbarrow per 2 Candidates |
| 12 | Gravel | 1 wheelbarrow per Candidate |
| 13 | Lime | 10 kg per Candidate |
| 14 | Sand | 1 wheelbarrow per 2 Candidates |
| 15 | Water | Sufficient for task per Candidate |
| Items to be Evaluated | Marks Available | Marks Obtained | Comments |
|---|---|---|---|
| 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-Total | 27 | ||
| 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-Total | 9 | ||
| GRAND TOTAL | 36 | ||
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