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What does the law say?
The New Roads and Streetworks Act requires that anyone who executes
works for, or on behalf of a utility company, is qualified for the
activities being carried out. Any streetworks site must have at
least one qualified operative on site at all times during works, and
the site must have a qualified supervisor appointed to the site who
can oversee the works. The supervisor need not be on site at all
times, but must be able to adequately carry out the role. The
supervisor qualification does not replace or over rule the operative
qualification and one person cannot cover both roles at the same
time.
The process of
re-registration is currently under review, at present a piece of
paper is completed every 5 years and a new identity card issued.
Click here for
re-registration details.
How do I get the
qualification?
Contact your nearest Streetworks Assessment Centre. See the Assessment Centres list here....
Assessments are carried out by qualified and approved assessors with
a registered centre.
How Does the
Qualification work?
All the assessments should be carried out on a real site or on a
realistic simulated site. There is some overlap between some units
where candidates are to be assessed on several units, in particular
units 003,004, 005 and 011,012,13. Where an assessment simulation is
carried out, further evidence of competence must be obtained from a
real site.
Candidates may be
assessed on any individual units where not all units are required,
i.e. People working for Traffic signals companies who provide a
service to utility contractors would only need Unit 002 or 010 for
Signing, Lighting and Guarding. Plant Protection Officers assisting
contractors to locate services would only need units 001 and 002.
The Supervisor Units do not cover the requirement for the Operative
to be qualified as well.
There must be a clear gap between any training given
and the assessment. It is often the case where the Assessment Centre
can also provide the training.
Select the Units of Competence from the list below which also gives
a detailed list of what you need to be able to do to gain the
qualification.
Should you have any other questions about the qualification please contact.
Complexes to register
with SWQR are given below, cards must be renewed every five
years. See links to find out how to
contact SWQR.
You may also download a copy of the Re-registration form here
References:
-
HAUC Specification
for Reinstatement in the Highway ISBN 0-11-551143-1
-
Safety at
Roadworks and Streetworks, Code of Practice ISBN 0-11-551144-X
-
An Introduction to
Vehicle Actuated Portable Traffic Signals ISBN 0-11-550781-7
-
Avoiding Danger
from Underground Services ISBN 0-7176-1744-0
-
Roadworks Theory
and Practice ISBN 0-7506-0291-0
FULL
CERTIFICATES FOR OPERATIVES
FULL
CERTIFICATES FOR SUPERVISORS
-
Monitoring
Excavation, Backfilling and Reinstatement of Bituminous
Materials
Units 001,010,011,012,013,014
Unit
001- Location and Avoidance of Underground Services
Resources
A suitable location
where the candidate can demonstrate competence locating a range of
services, either on or off site.
Cable locator (signal
generator optional) and Utility plans to include BT, Gas, Water and
Electric cables.
A minimum of three
services to locate and trace, i.e. BT, Gas, Water and Electric
cables.
A range of services
for the candidate to identify, both damaged and undamaged. This
range should include all mentioned in the standards as well as the
more modern ones. Assessment Candidates may be assessed two per
assessor providing that there is no cross contamination of evidence
and the location is large enough to cater for them. All the
performance criteria must be assessed to make a judgement of the
candidate's competence.
The candidate must be
able to:
-
Interpret the
utility plans and point out on the ground where the services are
and interpret the symbols on the plans.
-
Recognise a range
of services commonly found when carrying out excavations.
-
Identify the risks
of damage to services and the implications of such damage to
Gas, Water and Electricity.
-
Use cable location
equipment to find and trace underground services. (At least
three to include BT and Electric cables).
-
Describe the
services that cannot be found with conventional cable location
equipment.
-
Conduct the
activities safely.
-
Provide sufficient
knowledge evidence by way of oral or written questions.
Where competence is
not demonstrated the assessor will action plan the candidate in
respect of any further training or experience required prior to
reassessment.
Unit
002 - Signing, lighting and guarding
Resources
A suitable location,
that is either a real road with unpredictable traffic and
pedestrians or a realistic simulation. Where assessments are carried
out on a simulated site the candidate will need to produce evidence
from the workplace showing that the activities assessed have been
carried out on a real road. Work place evidence is expected to be
provided after the initial assessment.
A full set of
temporary signing and guarding for works on a footway.
Temporary traffic
signals
A selection of
inappropriate signs, i.e. damaged or of the wrong type.
Assessment
Candidates may be
assessed two per assessor providing that there is no cross
contamination of evidence and the location is large enough to cater
for them. The assessor must control the site to ensure that where
two candidates are being assessed, they both demonstrate competence.
Care should be taken to ensure that where candidates are assessed in
two's that they are not being lead.
The candidate must be
able to:
-
Produce a plan of
an intended site showing the position of signs, guarding and
traffic signals. The plan must include all relevant distances,
sizes, and dimensions required.
-
Produce a list of
equipment for the intended site.
-
Demonstrate the
sequence of setting out the advance signing, safety zones and
pedestrian walkways.
-
Demonstrate the
positioning, testing, adjusting, commissioning and
decommissioning of temporary traffic signals.
-
Answer a range of
questions to demonstrate knowledge of the subject.
-
Conduct the
activities safely wearing the appropriate safety wear.
-
Provide sufficient
knowledge evidence by way of oral or written questions.
Evidence from the
workplace must be signed by a suitably qualified person and returned
to the assessment centre for validation before registering the
candidate. This evidence must contain at least: site plans, site job
number/description of job, witness testimony and include the use of
traffic signals. The evidence from the work place is verified prior
to registering candidates for this unit.
Where competence is
not demonstrated the assessor will action plan the candidate in
respect of any further training or experience required prior to
reassessment.
Unit
003 - Excavation in the highway
Resources
The activities are
undertaken either on-site or a realistic simulated site. Where the
site is simulated, there should be a sufficient amount of signing
and guarding in place to ascertain work areas.
Assessments are not to
be undertaken on excavations where trench support is needed.
The area to be
excavated must contain at least one utility service and be a minimum
of 0.7m2 and 600mm deep in a modular or flexible carriageway. The
area should be marked out to show where the services are and the
extent of the excavation. Where the candidate is going to be
assessed for units 004 and 005, the excavated depth should be at
least 650mm to allow for a reasonable backfill layer.
At least 8 material
samples to include class A, B, C, D and E.
Assessment
A suitable
exercise/simulation to demonstrate knowledge of carriageway type and
their construction. Assessment Candidates are to be assessed
individually, i.e. one to a hole. Where this is not practicable due
to space constraints, then it is acceptable for two to excavate one
hole provided the excavation is enlarged to cater for this and the
candidates are both given the opportunity to demonstrate competence
for all performance criteria.
The candidate must be
able to:
-
Use a disc cutter
or roadsaw safely to cut the full depth of the surfacing layers,
straight and with no over cutting. The appropriate personal
protective equipment must also be selected and worn.
-
Remove, clean and
stack for reuse or disposal modular paving.
-
Use a breaker to
break-up the surfacing layers safely. The appropriate personal
protective equipment must also be selected and worn.
-
Excavate the
trench with appropriate tools and select material for reuse or
disposal. v Excavate with care to expose services.
-
Identify the types
of carriageways and construction layers for flexible, composite,
rigid and modular carriageways and flexible, rigid and modular
footways.
-
Support and
protect underground services.
-
Identify a range
of backfill materials classes A, B, C, D and E. v Field test the
materials for suitability, and state why they could not be used.
-
Follow safe
working practices in accordance with current legislation.
-
Provide sufficient
knowledge evidence by way of oral or written questions.
Where competence is
not demonstrated the assessor will action plan the candidate in
respect of any further training or experience required prior to
reassessment.
Unit
004 - Reinstatement and compaction of backfill materials
Resources
The activities are
undertaken either on-site or a realistic simulated site. Where the
site is simulated, there should be a sufficient amount of signing
and guarding in place to ascertain work areas.
Assessments are not to
be undertaken on excavations where trench support is needed. A
trench with sufficient depth to reinstate should be provided (at
least 650mm).
It is common for the
candidate to use the excavation for unit 003 and the reinstatement
to be in a Type 4 Flexible or Modular Carriageway.
The trench should
contain at least one service to reinstate around. A range of hand
tools and compaction equipment should be available to the candidate
as stated in the Standards.
Assessment
Candidates are to be
assessed individually, i.e. one to a hole. Where this is not
practicable due to space constraints, then it is acceptable for two
to excavate one hole provided the excavation is enlarged to cater
for this and the candidates are both given the opportunity to
demonstrate competence for all performance criteria.
The candidate must be
able to:
-
Identify the main
types of footway and carriageway and their construction layers.
-
Follow safe
working practices, including the selection and use of personal
protective equipment and use of plant equipment.
-
Identify a range
of backfill materials classes A, B, C, D and E. v Field-test the
materials for suitability and state reasons why they could not
be used.
-
Unload and store
imported materials safely.
-
Construct the
backfill layer to the correct level.
-
Protect
underground services with finefill material and methods of
compacting the material.
-
Dispose of any
unsuitable materials safely.
-
Keep the site
clean and safe.
-
Provide sufficient
knowledge evidence by way of oral or written questions.
Where competence is
not demonstrated the assessor will action plan the candidate in
respect of any further training or experience required prior to
reassessment.
Unit
005 - Reinstatement and compaction of sub-base and roadbase in
non-bituminous materials.
Resources
The activities are
undertaken either on-site or a realistic simulated site. Where the
site is simulated, there should be a sufficient amount of signing
and guarding in place to ascertain work areas.
Assessments are not to
be undertaken on excavations where trench support is needed.
A trench with
sufficient depth to reinstate should be provided (at least 430mm for
a type 4 flexible carriageway with a granular roadbase). It is
common for the candidate to use the trench for unit 004 and the
reinstatement to be in a Type 4 Flexible Carriageway.
The trench should
contain at least one service to reinstate around, this may have been
covered in Unit 003.
A range of hand tools
and compaction equipment should be available to the candidate as
stated in the Standards and a quantity of GSB Type 1.
Assessment
Candidates are to be
assessed individually, i.e. one to a hole. Where this is not
practicable due to space constraints, then it is acceptable for two
to excavate one hole provided the excavation is enlarged to cater
for this and the candidates are both given the opportunity to
demonstrate competence for all performance criteria.
The candidate must be
able to:
-
Make good any
defects in the pavement structure to receive subsequent layers
-
Confirm the
backfill layer to be correct.
-
Follow safe
working practices, including the selection and use of personal
protective equipment and use of plant equipment. v Identify that
imported and excavated materials are suitable for use or
disposal.
-
Unload and store
materials safely.
-
Select suitable
compaction equipment for the reinstatement.
-
Construct the
pavement layers correctly.
-
Dispose of surplus
materials safely.
-
Keep the site
clean and safe.
-
Provide sufficient
knowledge evidence by way of oral or written questions.
Where competence is
not demonstrated the assessor will action plan the candidate in
respect of any further training or experience required prior to
reassessment.
Unit
006 - Reinstatement in cold-lay bituminous materials
Resources
The activities are
undertaken either on-site or a realistic simulated site. Where the
site is simulated, there should be a sufficient amount of signing
and guarding in place to ascertain work areas.
A cavity with
sufficient depth to reinstate the base course and wearing course
should be provided (at least 100mm for a type 4 flexible carriageway
with a granular roadbase). It is common for the candidate to use the
trench for unit 005 and the reinstatement to be in a Type 4 Flexible
Carriageway.
A range of hand tools
and compaction equipment should be available to the candidate as
stated in the Standards.
The reinstatement of
the wearing course should be carried out with the specified
compaction equipment, i.e. single drum roller 650Kg/m minimum weight
or plate compactor 1400kg/sq.m.
Highway ironwork and
kerbs or edge restraints.
Candidates are to be
assessed individually, i.e. one to a hole. The minimum area for the
reinstatement should be at least 1.2 sq.m
The candidate must be
able to:
-
Make good any
defects in the pavement structure to receive subsequent layers.
-
Re-position
highway ironwork to line and level and any adjacent pavement
edge restraint or kerbs.
-
Follow safe
working practices, including the selection and use of personal
protective equipment and use of plant equipment.
-
Apply edge joint
sealant.
-
Spread cold
bituminous material evenly with sufficient surcharge to allow
for compaction.
-
Construct the
pavement layers correctly with the correct amount of compaction.
-
Dispose of surplus
materials safely.
-
Keep the site
clean and safe.
-
Provide sufficient
knowledge evidence by way of oral or written questions.
Where competence is
not demonstrated the assessor will action plan the candidate in
respect of any further training or experience required prior to
reassessment.
Unit
007 - Reinstatement in hot-lay bituminous materials
Resources
The activities are
undertaken either on-site or a realistic simulated site. Where the
site is simulated, there should be a sufficient amount of signing
and guarding in place to ascertain work areas.
A cavity with
sufficient depth to reinstate the base course and wearing course
using a method 'A' repair should be provided (at least 250mm for a
type 3 flexible carriageway with a granular roadbase). The area
should be at least 1.2 sq.m.
Base course = 20mm
nominal size dense base course material or 50/20 hot rolled asphalt
(HRA) base course.
Wearing course = 30/14
HRA and pre-coated chippings.
Note:
Wearing course
material can be used in place of dense base course were the trench
cavity is less than 300mm wide and not more than 2 sq.m. Where HRA
is not readily available to the centre an alternative material may
be used with the permission of the External Verifier. Evidence of
competence laying HRA must be sought from the work place where other
hot-lay materials are used.
A range of hand tools
and compaction equipment should be available to the candidate as
stated in the Standards.
The reinstatement of
the wearing course should be carried out with the specified
compaction equipment, i.e. single drum roller 650Kg/m minimum weight
or plate compactor 1400kg/sq.m.
A tool heater,
thermometer, tack coat and edge joint sealant should also be
provided.
Assessment
Candidates are to be
assessed individually, i.e. one to a hole. The minimum area for the
reinstatement should be 1.2 sq.m for the both the base course and
wearing course surfacing materials, the area should be enlarged to
accommodate ironwork.
The candidate must be
able to:
Use the appropriate
equipment to remove the temporary reinstatement to the correct depth
to receive the subsequent layers. v Trim back where necessary.
-
Make good any
defects in the pavement structure to receive subsequent layers.
-
Re-position
highway ironwork to line and level and any adjacent pavement
edge restraint or kerbs.
-
Follow safe
working practices, including the selection and use of personal
protective equipment and use of plant equipment.
-
Control material
and hand tool temperature for optimum workability.
-
Apply edge joint
sealant.
-
Spread, level and
compact the base course material to the correct layer thickness.
-
Apply tack coat.
-
Spread, level and
compact the wearing course material and lay pre-coated chippings
correctly.
-
Dispose of surplus
material safely.
-
Keep the site
clean and tidy.
-
Provide sufficient
knowledge evidence by way of oral or written questions in
relation to temperature control and rates of spread for
materials used and skid resistance.
Where competence is
not demonstrated the assessor will action plan the candidate in
respect of any further training or experience required prior to
reassessment.
Unit
008 - Reinstatement of concrete slabs
Resources
The activities are
undertaken either on-site or a realistic simulated site. Where the
site is simulated, there should be a sufficient amount of signing
and guarding in place to ascertain work areas.
A cavity with a depth
of at least 200mm in a rigid road should be provided and a quantity
of GSB Type 1 to make good the sub-base.
Assessment
One candidate to each
reinstatement.
A range of hand tools
and compaction equipment should be available to the candidate as
stated in the Standards. This to include a vibrating poker to
compact the concrete, dowel bars (25mm), reinforcement mesh, tie
wires and suitable drilling and cutting equipment, polythene
sheeting and mixer if not using ready mixed concrete.
The candidate must be
able to:
-
Select and use the
appropriate personal protective equipment correctly.
-
Prepare the cavity
to receive the reinstatement.
-
Make good the
sub-base layer v Mark out and drill for dowel bars to the
correct depth and positioning.
-
Cut dowel bars and
mesh reinforcing to correct length and size.
-
Use a pavement saw
to ensure the correct edge is achieved. Rough cut the remaining
depth to expose reinforcing in accordance with the
specifications.
-
Positions dowel
bars and tie reinforcing securely.
-
Place slip
membrane correctly.
-
Replace any
missing or damaged joints in the slab to match existing.
-
Place and compact
concrete to the required level.
-
Ensure that skid
resistance is achieved.
-
Use approved
curing procedures.
-
Dispose of surplus
material safely.
-
Follow safe
working practices, including the selection and use of personal
protective equipment and use of plant equipment.
-
Provide sufficient
knowledge evidence by way of oral or written questions.
Where competence is
not demonstrated the assessor will action plan the candidate in
respect of any further training or experience required prior to
reassessment.
Unit
009 - Reinstatement of modular surfaces and concrete footways
Resources
The activities are
undertaken either on-site or a realistic simulated site. Where the
site is simulated, there should be a sufficient amount of signing
and guarding in place to ascertain work areas.
Three areas to
reinstate that include:
1.5 sq.m for concrete
slab repair
1.5 sq.m for block paving repair
1 sq.m for concrete footway repair.
A range of hand tools
and compaction equipment should be available to the candidate as
stated in the Standards. Bedding material, concrete, kiln dried sand
and GSB Type 1.
Sufficient quantities
of paving slabs, concrete and block paving for each candidate.
Assessment
The candidate must be
able to:
-
Select and use the
appropriate personal protective equipment correctly.
-
Prepare the cavity
to receive the reinstatement.
-
Make good the
sub-base layer to receive the reinstatement.
-
Remove, clean,
store for reuse or dispose of slabs, blocks and concrete.
-
Lay and compact
bedding materials to correct levels for slabs and modular
reinstatement.
-
Position and
compact block paving correctly to match bond pattern the
existing surface using the specified technique and equipment.
-
Position concrete
slabs to match the correct bond pattern.
-
Place and compact
concrete to correct levels and ensure textured finish is
achieved.
-
Apply jointing
materials.
-
Dispose of
unsuitable and surplus materials safely.
-
Keep the site
clean and tidy.
-
Provide sufficient
knowledge evidence by way of oral or written questions.
Where competence is
not demonstrated the assessor will action plan the candidate in
respect of any further training or experience required prior to
reassessment.
SUPERVISOR UNITS
Supervisors are assessed through their observation of an Operative
undertaking the activities appropriate to each unit of competence
and completing the awarding body unit papers. The Supervisor should
be encouraged to provide sufficient evidence of competence through
the following means.
-
Identifying good
practices and methods.
-
Interpreting the
specifications and codes of practice to ensure that good
practice and quality is maintained.
-
Identifying and
recommending remedial action for unspecified or unsafe
practises.
-
Knowledge evidence
using Part B question papers or assessor devised questions.
In addition to the
unit papers, provided sufficient evidence of designing
reinstatements from the specifications. At no time though out the
assessment should the Supervisor confer with the Operative. The
Assessor will control this.
Assessors should
ensure that there is sufficient opportunity for the Supervisor to
make a decision on the activities observed.
Where poor practices
are not observed the assessor would need to build it in at the
appropriate time so as to give the Supervisor the opportunity to
provide the evidence required.
The marking guide
should be used when confirming the part B question paper.
In addition to
completing the unit papers provided by the awarding body, and to
ensure that the all performance criteria, range statements and
knowledge evidence is met, the Supervisor will need to produce (as a
minimum) the following evidence of competence under each following
Unit.
The centre, by way of
case study or assignment should provide supplementary evidence
documentation to ensure that all performance criteria can be
assessed.
NOTE:
Unit 001-Location
and Avoidance of Underground Services is the same as the Operatives
Unit.
Unit
010 - Monitoring Signing, Lighting and Guarding
The candidate must be
able to:
-
Provide detailed
plan for an intended site, preferably from a real road, showing
all distances and dimensions in accordance with the Safety at
Streetworks and Road Works Code of Practice.
-
Make formative
decisions and recommend remedial action from a given plan.
-
Observe an
operative surveying a work site and record observations and
remedial action required from the site plan.
-
Observe an
operative setting up and taking down a site.
-
Record
observations made and explain reasons for agreeing or
disagreeing with site operations and working practices.
-
Explain any
remedial action required.
-
Complete the part
B question paper.
-
Provide evidence
from the work place where the assessment is carried out on a
simulated site. A simple statement from the employer would not
be sufficient to infer competence. (See unit 002)
Where competence is
not demonstrated the assessor will action plan the candidate in
respect of any further training or experience required prior to
reassessment.
Unit
011 - Monitoring Excavation in the Highway
The candidate must be
able to:
-
Observe an
operative excavating a trench where services are present.
-
Record
observations made and explain reasons for agreeing or
disagreeing with site operations and working practices.
-
Explain any
remedial action required.
-
Complete the part
B question paper.
-
Identify a range
of backfill materials class A to E
-
Field tests a
range of backfill materials and confirms their suitability or
unsuitability and explains why.
-
Identify
carriageway/footway types and layer construction.
-
Field tests a
range of backfill materials and confirms their suitability or
unsuitability and explains why.
Where competence is
not demonstrated the assessor will action plan the candidate in
respect of any further training or experience required prior to
reassessment.
Unit
012 - Monitoring the reinstatement of backfill materials
The candidate must be
able to:
-
Provide a
reinstatement design and method statement from the
specifications.
-
Observe an
operative reinstating the backfill layer where services are
present in a Modular or Type 3/4 flexible carriageway in
accordance with the specifications.
-
Record
observations made and explain reasons for agreeing or
disagreeing with site operations and working practices.
-
Explain any
remedial action required.
-
Complete the part
B question paper.
-
Calculate material
quantities.
-
Identify a range
of backfill materials class A to E
-
Identify
carriageway/footway types and layer construction.
-
Field tests a
range of backfill materials and confirms their suitability or
unsuitability and explains why.
Where competence is
not demonstrated the assessor will action plan the candidate in
respect of any further training or experience required prior to
reassessment.
Unit
013 - Monitoring the reinstatement of sub-base and road base in
non-bituminous materials
The candidate must be
able to:
-
Provide a
reinstatement design and method statement from the
specifications.
-
Observe an
operative reinstating the sub-base and road base layers for a
Modular or Type 3/4 flexible carriageway in accordance with the
specifications.
-
Record
observations made and explain reasons for agreeing or
disagreeing with site operations and working practices.
-
Confirm the
suitability of compaction equipment selected.
-
Explain any
remedial action required.
-
Complete the part
B question paper.
-
Calculate material
quantities.
-
Identify a range
of backfill materials class A to E
-
Identify
carriageway/footway types and layer construction.
-
Field tests a
range of backfill materials and confirms their suitability or
unsuitability and explains why.
Where competence is
not demonstrated the assessor will action plan the candidate in
respect of any further training or experience required prior to
reassessment.
Unit
014 - monitoring reinstatement in bituminous materials
Where the candidate
observes a cold-lay reinstatement there must be sufficient knowledge
evidence to confirm competence with hot-lay materials including HRA.
The candidate must be
able to:
-
Provide a
reinstatement design and method statement from the
specifications for cold-lay and hot-lay reinstatements. Hot-lay
should include laying and rolling temperatures as well as rates
of spread.
-
Observe an
operative reinstating the base course and wearing course layers
for a Type 3/4 flexible carriageway in accordance with the
specifications and confirm that they are within permitted
tolerances.
-
Confirm that
pavement edge restraints/kerbs are at correct levels and free
from defects.
-
Record
observations made and explain reasons for agreeing or
disagreeing with site operations and working practices.
-
Confirm the
suitability of compaction equipment selected and materials used.
-
Explain any
remedial action required.
-
Complete the part
B question paper.
-
Calculate material
quantities and rates of spread for bituminous materials.
Where competence is
not demonstrated the assessor will action plan the candidate in
respect of any further training or experience required prior to
reassessment.
Unit
015 - Monitoring reinstatement of concrete slabs
The candidate must be
able to:
-
Provide a
reinstatement design and method statement from the
specifications for concrete slab reinstatements.
-
Observe an
operative reinstating the slab in accordance with the
specifications and confirm that the reinstatement is within
permitted tolerances and skid resistance is achieved.
-
Confirm the
quality and workability of concrete (slump/cube test).
-
Record
observations made and explain reasons for agreeing or
disagreeing with site operations and working practices.
-
Confirm the
suitability of compaction equipment selected.
-
Explain any
remedial action required.
-
Complete the part
B question paper.
-
Calculate material
quantities.
Where competence is
not demonstrated the assessor will action plan the candidate in
respect of any further training or experience required prior to
reassessment.
Unit
16 - Monitoring Reinstatement of Modular
Surfaces and Concrete Footways
The candidate must be
able to:
-
Provide a
reinstatement design and method statement from the
specifications for modular surface and concrete footway
reinstatement.
-
Observe an
operative reinstating modular surface, concrete slabs and
concrete footways in accordance with the specifications and
confirm that the reinstatement is within permitted tolerances.
-
Confirm that
pavement edge restraints/kerbs are at correct levels and free
from defects.
-
Record
observations made and explain reasons for agreeing or
disagreeing with site operations and working practices.
-
Confirm the
suitability of compaction equipment selected.
-
Explain any
remedial action required.
-
Complete the part
B question paper.
-
Calculate material
quantities for modular, slabs and concrete reinstatements.
Where competence is
not demonstrated the assessor will action plan the candidate in
respect of any further training or experience required prior to
reassessment.
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