HIGHWAY CONSTRUCTION KNOWLEDGEGranular Works Construction Methodology for Highway Projects
Granular works are an important part of flexible pavement
construction. Granular Sub-Base (GSB) provides a foundation
layer with specified support and drainage characteristics,
while Wet Mix Macadam (WMM) is used as a granular pavement
layer in accordance with the applicable pavement design
and contract requirements.
Proper construction requires control of material properties,
grading, layer placement, moisture conditioning, compaction,
thickness, finished levels and surface quality. Inspection
and testing should be planned before work starts and carried
out in accordance with the approved Inspection and Test Plan
(ITP), Quality Assurance Plan (QAP), applicable MoRTH
Specifications and project-specific requirements.
GSB Construction Methodology and Quality Control
GSB construction begins with verification of the prepared
underlying layer, approved material sources and specified
grading requirements. The material is spread to the required
profile, moisture-conditioned where required, compacted and
checked for thickness, levels, width and other specified
acceptance parameters. Material properties and field tests
must meet the applicable project requirements.
Read the dedicated
GSB Construction Methodology
for more detailed guidance.
WMM Construction Methodology and Quality Control
WMM construction involves control of aggregate grading,
approved material proportions, plant mixing, moisture,
transportation, laying and compaction. Site personnel
should check plant operations, uniformity of the mix,
segregation, laying thickness, rolling sequence and
completed-layer geometry. The specified field tests
and inspections must be completed before the layer is
offered for acceptance.
Read the dedicated
WMM Construction Methodology
for further details.
Why Granular-Work Quality Control Matters
Inadequate material control, segregation, poor moisture
management, insufficient compaction and geometric
irregularities can adversely affect pavement performance.
Systematic inspection, documented test results and timely
correction of non-conformities help establish consistent
construction quality and support formal layer acceptance.
Test Frequency and Acceptance Requirements
Test selection, frequency, sampling arrangements and
acceptance criteria should be taken from the applicable
contract, MoRTH specifications, approved ITP/QAP and
Engineer's instructions. A general reference should not
be treated as a substitute for project-specific requirements.
Who Should Use This Resource Hub?
This hub is intended for highway site engineers, QA/QC
engineers, materials engineers, laboratory technicians,
survey teams, contractors and consultants who need practical
access to granular-work methodology, inspection checkpoints,
testing references and engineering resources.