- Asked 2/20
- 2081 Baisakh · 8 marks
- 2075 Chaitra · 8 marks
Bituminous maintenance and rigid pavement failures
Short answer
Bituminous surface maintenance includes patching potholes, sealing cracks, surface dressing for ravelling, spreading chips on bleeding, and periodic overlay. Typical rigid pavement failures are transverse cracking, corner breaks, faulting, pumping, spalling, blow-ups, and scaling.
Explain the maintenance of bituminous surface. Describe the typical types of rigid pavement failure.
Maintenance of bituminous surface
Highway maintenance is the work done to keep a road, its pavement, shoulders, drainage, structures and furniture in a safe and serviceable condition and to preserve the investment, without changing the original design standard.
Maintenance of a bituminous surface (IRC:82 and Nepal DoR maintenance manuals) depends on the defect:
| Defect | Maintenance treatment |
|---|---|
| Potholes | Mark a square or rectangular patch, cut vertical sides down to sound base, remove debris, apply tack coat, fill with hot or cold premix, and compact (roller or hand rammer) to finish 5-6 mm above the surface |
| Cracks (hairline/fine) | Seal with bitumen emulsion or slurry seal; for wider cracks, clean and fill with bitumen and sand or crack sealant |
| Fatigue (alligator) cracking | Remove and replace failed area including base; overlay |
| Ravelling / loss of aggregates | Surface dressing or seal coat; fog seal for light cases |
| Bleeding / fatting up | Spread hot coarse sand or 6.7 mm chips and roll; or remove excess binder |
| Corrugation, shoving, rutting | Scarify, add or remove material and recompact; level with a bituminous levelling course and overlay |
| Edge breaking | Repair shoulders, widen the pavement or re-gravel; improve drainage |
| Depressions | Fill with premix levelling course |
| Worn surface | Premix carpet, surface dressing, slurry seal or thin overlay (periodic maintenance) |
Drainage (cleaning side drains and culverts) and shoulder maintenance are essential, because water is the main cause of failure.
Typical failures of rigid pavement
Typical types of failure of a cement concrete pavement:
| Failure | Description | Cause |
|---|---|---|
| Transverse cracking | Cracks across the slab | Late sawing of joints, joint spacing too long, thin slab, restrained shrinkage |
| Longitudinal cracking | Cracks along the lane | Differential settlement, warping, thin slab, poor subgrade support |
| Corner break (corner crack) | Triangular piece at the corner within 1.5 m of joint | Load at unsupported corner, loss of support (pumping), poor load transfer |
| Diagonal cracking | Crack at about 45 degrees | Heavy corner loads, settlement |
| Punch-out / shattered slab | Slab breaks into many pieces | Heavy repeated loads, weak sub-base |
| Faulting | Step between slabs at a joint | Pumping, poor load transfer (dowel failure) |
| Pumping | Ejection of water and fines at joints | Water under slab, loose subgrade, heavy traffic |
| Spalling | Breaking of joint edges | Incompressible material in joints, weak concrete, dowel misalignment |
| Blow-up (buckling) | Slab lifts and shatters in hot weather | Blocked expansion joints, insufficient expansion gap |
| Scaling and crazing | Flaking and map cracks on surface | Over-finishing, poor curing, freeze-thaw |
| Joint seal failure | Sealant loss, weeds | Aged sealant, poor installation |
Faulting at a joint Corner break
______ +-------------+
______| step | |
joint | |
| crack -> /
+-----------/-+
Remedies include full-depth repair, slab replacement, dowel retrofit, grinding of faults, crack and joint resealing, undersealing (grout) to fill voids, and improving drainage.
✓ Answer checked by Claude Opus 5.5 (high effort)
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