highway drainage maintenance - universiti teknologi malaysia · 2018-05-13 · highway drainage...
TRANSCRIPT
Highway Drainage
&
Maintenance
by
Haryati yaacob(fka, utm)
Highway Drainage
&
Maintenance
Highway Drainage System
Highway Maintenance
Pavement Rehabilitation
Visual Assessment of Flexible
Pavement Surface Conditions
Highway Drainage System
Adequate & proper road drainage is VERY, VERY, VERY IMPORTANT! Both for the safety of road users and pavement construction and maintenance
1. User safety – accumulated water caused hydroplaning, splash and spray
2. Pavement - reduce sub-grade strength, hydraulic pressure from passing traffic, binder stripping, slope stability
Two types of drainage:
1. Sub-surface drainage – cut/fill area, high water table
2. Surface drainage – rain, snow, run-off water
Surface Drainage System
Road surface need to be free of standing water to ensure safety
To intercept surface and watershed run-off into designed channel for discharge into river or natural waterways
Types of surface drainage system:
1. Transverse slope/crown – facilitate removal of surface water
2. Longitudinal slope – optional, help expedite water flow
3. Interceptor drain – at top of cut area to prevent water from flowing onto pavement, erosion, discharge into paved spillway/outfall
4. Side drain – alongside of highway to collect water from pavement surface, subsurface and ROW
5. Curb,Gutter and Scupper drain – drainage, embankment erosion, and encroachment (urban)
6. Culvert – under pavement, carry water across road
7. Bridge – across river or waterway, part of a road
Crowned Roadways
Road surface normally cambered or superelevated to
facilitate the removal of surface water from the road
surface
Side Drain
alongside of highway to collect water from pavement surface, subsurface and ROW
Berm/Interceptor Drain
at top of cut area to prevent water from flowing onto pavement, erosion, discharge into paved
spillway/outfall
Toe Drain
To collect water that has fallen on the batters of embankment to the point of disposal.
Cascade Drains/ chutes/spillway
an open or close channels to carry water down
the cut or embankment slopes.
Curb and gutter
Curb & Gutter
Culvert
under pavement, carry water across road
Culvert
Bridge
Koror-Babeldoub (1970-1996)
Sub-surface Drainage System
Provided within the pavement to lower the water table, intercept seepage from cut or sidehill, and drain out seepage water from pavement structure
If inadequate – premature destruction of pavement (high pore pressure, frost action), slope failure (increase stress, reduce shear strength)
Usually installed on expressway and trunk road
Three major sources of underground water:
1. Natural ground water (WT) – seasonal
2. Capillary action – move upward tru underlying soil strata, particle size dependent
3. Seepage – permeated tru slope, pavement, road shoulder
Source of ground water
Water table
Seepage from higher ground
Road shoulder
Subgrade
Road pavemen
t
Seepage from road shoulder
Capillary rise
Through permeable surface
Water table fluctuation
Longitudinal drain
– filtered perforated pipe along road shoulder - Water table < 1m beneath the formation level
transverse drain
– if longitudinal not adequate
Interceptor Drain/Pipe
A subsoil drain installed at the toe of cut slope to intercept seepage
water in the cut slope from flowing down into the subgrade.
Drainage Blanket
Upward movement by capillary rise can be controlled by providing a layer
of high coefficient of permeability beneath or between road layers to
transport water to the roadside drains.
Maintenance
Pavement maintenance is required to keep road network in
satisfactory conditions to ensure safety and low road user
costs
Consist of (component based):
1. Resurface and patching
2. Shoulder maintenance and grass cutting
3. Repair and stabilized slope
4. Clean, repair, reconstruct culvert, bridge, and drains
5. Maintenance of road furniture and markings
Does not includes widening and structural strengthening
Maintenance
Maintenance activities (frequency based):
1. Routine – carried out at least once a year, usually small scale/simple, can be carried out on a regular basis (grass cutting, patching, crack sealing, shoulder re grading, drainage, maintenance of road furniture)
2. Periodic – carried after once in a few years, normally large scale, require specialized equipment and skilled manpower, costly and need proper identification and planning (preventive maintenance work, pavement strengthening, resurface )
3. Emergency works- beyond control , need to be dealt without delay (landslides, embankment failure, collapse of bridge)
Routine and periodic maintenance needed to maintain at acceptable safety level and to avoid costly repair
Maintenance - Patch
Maintenance - Drain
Maintenance - Road Marking
Maintenance – Furniture, Landscape
Maintenance - Slope Failure
Maintenance - Slope
Maintenance - Culvert
Maintenance - Bridge
Maintenance - Other
Pavement Rehabilitation
Rehabilitation carried out when routine and periodic
maintenance are no longer adequate and traffic
growth demands for strengthening/widening or
improvement
Various techniques, selection depends heavily on
engineering judgment but other factors such as
cost, construction feasibility and effect on road
users should be considered as well.
Rehabilitation methods:
1. Restoration
2. Resurfacing
3. Recycling
4. Reconstruction
1. Restoration
When distress limitted to surfacing , such as cracking and polishing.
Restoration will – repair existing distress, reduces roughness rate and slow down pavement deterioration.
Restoration - Rejuvenating
Rejuvenators is a spray applied liquid asphalt restorationproduct that actually penetrates the asphalt with acombination of bitumen and solvents.
restores the flexibility and appearance to new condition.
recommended for asphalt that has not been sealed previously, and area of moderate to heavy traffic.
have pavement preservation benefits
A rejuvenator should not be applied to a pavement having an excess of binder on the surface.
The amount of air void in the HMA being rejuvenated should be at least 5 percent to ensure proper penetration of the rejuvenator into the pavement.
Rejuvenators should be applied in hot weather, above 20°C (70°F), so that the rejuvenator will penetrate more deeply into the asphalt pavement and will cure sooner.
Before rejuvenating After rejuvenating
Restoration-Cutting and Patching
Replacement of deteriorated asphalt surface with the new bituminous mixture , placed and compacted to the same level with the surrounding surface.
Patching material can be just about any HMA or cold mix asphalt material as well as certain types of slurries.
• Patches can be either full-depth where they extend from the pavement surface to the subgrade ( Figure 10.12) or partial where they do not extend through the full depth of existing pavement ( Figure 10.13).
• Full-depth patches are necessary where the entire depth of pavement is distressed.
Method of patching:
1. "Scoring" or cutting the pavement beyond thedistressed area.
2. Removal of distressed pavement (debris asphalt isreturned to asphalt producer plants for recycling).
3. Base/sub-base stabilization and compaction.4. Applying "tack oil" to all existing pavement edges
bonding the new pavement to existing pavement, andproviding a seal.
5. Placement and compaction of new hot mix asphaltmaterial.
Maintenance - Patch
Good patching jobs include cutting the area around the patch, not just throwing
asphalt into the hole.
• Also known as non-structural overlay
• do not involve extensive structural design and generally contribute little to a pavement's structural capacity.
• Used to:
1. Improve ride quality.
2. Correct minor surface defects.
3. Enhance appearance.
4. Reduce road-tire noise
5. Extend pavement service life.
6. Improve safety characteristics such as skid resistance and drainage.
Restoration - Thin Bituminous Overlay
THREE common used method:
1. Surface dressing
• Bitumen emulsion sprayed onto road surface, immediately followed by single or multiple cover of chippings to the bitumen using large spreader.
• Bitumen will secure the chippings and seal old road surface, preventing ingress of water.
• Chippings will restore texture of road surfaces, preventing skidding accidents.
2. Slurry seal
• Mixture of fine aggregate, filler or emulsified bitumen that has a creamy fluid-like appearance
• Normally be placed over an existing asphalt surface which is found to be in relatively good shape.
• Able to extend the life of the existing pavement by 5 to 7
years. PHOTOS SHOW HOW SLURRY SEAL IS APPLIED
3. Thin hot mix overlay
• Hot asphalt mix of less than 40 mm thickness
• Effective for Flexible and Rigid Pavements
• Improves Life Cycle Cost
Restoration – Crack Sealing
2. Resurfacing
When pavement have severe and extensive structural
damage - structural improvement required
Most popular in Malaysia
Involved placement of fresh material – improves riding
quality, enhance structural strength
Need to properly design the overlay thickness to
achieve design life
Using thick asphalt overlay – with or w/o prior granular
overlay (pre-treatment required)
Video
3. Recycling
Use of old pavement material to correct raveling,
bleeding and improve skid resistance
Types of recycling:
1. Hot recycling – repair surface crack, road base still
sound, use heat to soften surface
2. Cold recycling – milling defected surface and reuse
with addition of stabilizer, rejuvenator or bitumen
3. Base recycling – road base fail, use stabilized old
surface material as base, lay new surfacing
Hot in Place Recycling (HIPR)
– repair surface crack, road base still
sound, use heat to soften surface
HIPR video
Cold in Place Recycling (CIPR)
– milling defected surface and reuse with
addition of binding agent (emulsion,
foamed bitumen or cement)
- Use as RB
CIPR video
Reconstruction
Removal and rebuilding of all or part of pavement
using fresh material (current practice recycle) and new
construction specification
Pavement failed severely where deterioration has
been allowed to occur w/o maintenance, or
inadequate sub-surface drainage
Types of reconstruction:
1. Hot recycling with overlay
2. Cold recycling with overlay
3. Construction/improvement of sub-surface drainage
Visual Assessment of Pavement
Surface Conditions
Assessment of pavement surface conditions used by
highway agencies to:
1. Measure the ability of pavement to continue to provide
service to public
2. Determine deficiencies and inadequacies of pavement
3. Determine remedial measures to be taken and its
fiscal needs
4. Planning and programming of pavement maintenance
and/or rehabilitation
Visual Assessment of Pavement
Surface Conditions
Types of distress in flexible pavement:
1. Cracks
2. Surface deformation
3. Surface defects
4. Patches
5. Potholes
6. Edge defects
Pavement Cracks
Cracks – fissures resulting from partial or complete fractures of the pavement surface
Variety of patterns from isolated to interconnected over entire surface
Detrimental effects of cracks:
1. Loss of water proofing
2. Loss of load spreading ability
3. Pumping and loss of fines from road base
4. Loss of riding quality
5. Loss of appearance
Pavement Cracks
Possible causes of cracks –Depression, Fatigue life of
surfacing exceeded, Age embrittlement of surfacing,
Reflection cracks from underlying layers, Shrinkage,
Poor construction joint
Probable treatments – cut and patch, reconstruction,
replace surfacing, crushed aggregate overlay, crack
sealing, improve drainage and shoulder, widen
pavement, strengthen shoulder, overlay with stiffer mix
Types of cracks – longitudinal, transverse, block,
crocodile, edge, crescent shape
Surface Deformations
Deformation takes place when surface undergo changes from its
original profile (due to traffic, environment, inadequate control
during construction)
Influences riding quality and may reflect structural inadequacies,
may lead to cracks
Possible causes – inadequate thickness, poor compaction,
unstable premix, base or sub-base, volume change, settlement,
lack of bond between bituminous layers, start-stop
Probable treatments – overlay or reconstruction, replace/recycle
with stiffer mix, base/sub-base strengthening, improve subsoil
drainage, shoulder improvement
Major types – rutting, corrugation, shoving, depression
Surface Defects
Surface defects cover loss of surfacing materials and surface micro/macro texture
Have significant influence on serviceability, safety (skid resistance and maneuverability), and riding quality. If not corrected may lead to loss of pavement structural integrity
Possible causes – excessive/lack of binder content, excessive/lack of coating, paving over flushed surface, poor adhesion between aggregate and binder, inadequate compaction, low PSV, seepage of water tru surface, adhesion of binder to vehicle tyres
Probable treatments – apply hot sand, thin bituminous overlay, use stiffer mix, mill and re-lay upper layer, replace WC, reconstruction of weak layers
Major types – bleeding, polishing, raveling, delamination
Patch & Pothole
Patch – repaired section where a portion of pavement has been removed and replaced
Extend and frequency as indicator of structural adequacy
Defects can occur within a patch or patch higher/lower than pavement surface
Pothole – bowl shape cavity in the pavement from loss of WC and BC
Produced when traffic breaches small pieces of pavement allowing water to enter > disintegrate, collected water accelerates disintegration
Possible causes – loss of surface, moisture entry tru cracks, load associated base disintegration
Probable treatments – cut and patch, base reconstruction
Edge defects
Occur along interface of pavement and shoulder, most significant
if shoulder unsealed
Detrimental effects – reduction of pavement width, loss of riding
quality and maybe loss of control, channeling water erodes
shoulder, entry of water into base
Possible causes – inadequate width/edge support, poor
alignment, edge drop-off,loss of adhesion to base, shoulder
material of low resistance to abrasion and erosion, resurface
pavement w/o resurface shoulder
Probable treatments – widening, re-alignment, strengthen and
leveled shoulder, cut and patch, replace shoulder material
Types of edge defects – edge drop-offs, edge breaks
End of SAM4814 Highway
Maaf atas segala kesilapan dan kesalahan saya, sama ada disedari atau pun tidak
Good luck with what ever you are & will be doing
See U FINAL nanti…
Feel free to drop by if U have any question… or just 1 2 chat with me…
Rehab – Thin Overlay :
slurry, dressing, hot mix
Rehab – Resurfacing
Rehab – Hot Recycling
Rehab – Cold Recycling
Rehab - Reconstruction
Rehab - Subsoil
Va - Cracks
Vaf1 - Longitudinal
Vaf1 - Transverse
Vaf1 - Block
Vaf1 - Crocodile
Vaf1 - Edge
Vaf1 - Crecsent
Va - Surface Deformation
Vaf2 - Rutting
Vaf2 - Shoving
Vaf2 - Depression
Vaf2 - Corrugation
Va - Surface Defects
Vaf3 - Polishing
Vaf3 - Bleeding
Vaf3 - Delamination
Vaf3 – Raveling/stripping
Va - Patch & Pothole
Vaf4 - Patch
Vaf5 - Pothole
Va - Edge defects
Vaf6 - Edge Drop - off
Vaf6 - Edge Breaks
Vaf6 – ???