highway materials - universiti teknologi...
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HIGHWAY MATERIALS
HIGHWAY ENGINEERING
SAB2832
HIGHWAY MATERIALS
Che Ros bin Ismail
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HIGHWAY MATERIALS
1. INTRODUCTION
2. MALAYSIAN’S ROAD SYSTEM
3. PAVEMENT LAYERSSubgrade
Subbase
Road base
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Road base
Surfacing
4. PAVING MATERIALSAggregate
Bitumen
5. PREMIX PLANTSDrum mix plant
Batch plant
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INTRODUCTION
The needs for roads stems from the invention of wheels in Samaria –3000SM
Among early roads:
� Silk Route
� Persian Empire
� Britain/Europe – log-raft type
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� Britain/Europe – log-raft type
� India – bricks, piped surface drainage systems
� Mesopotamia & Egypt – paved in asphalt and bricks
� Roman roads – greatest road building era, 3 classes of road structures (levelled earth, gravelled surface, paved)
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INTRODUCTIONRoad designers in the 18th century:
Robert Phillips – pioneer, suggest a layer of gravel resting on weel-drained base >> beaten by traffic into solid road surface
Tresaguet – cambered formation, differential settlement problem
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John Metcalf – Blind Jack, built 290 km ++
Thomas Telford – civil eng, built 1600 km ++, flat formation, other layers even thickness
John Macadam – true highway engineering specialist, surveyor, cambered formation, other layers even thickness, use angular aggregats, cheaper and easier
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INTRODUCTIONTypes of road surface:
Earth road
Gravelled surface
Bituminous road – surface dressing
(Flexible) asphaltic concrete
porous pavement
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porous pavement
SMA
Concrete road (rigid)
Interlocking block pavement (semi?)
New technologies?? (material and gradation)
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Flexible Pavement (dense, open, gap graded)
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Road Base
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Concrete Pavement
(Rigid)
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Interlocking Block
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MALAYSIAN ROAD SYSTEM
122,000 km ( 70% paved)
Five categories based on funds for construction and maintenance for administration purpose:
1. Federal Road – connects entry points and major cities
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cities
2. Toll Road – alternative, design, built & operates3. State Road – providing intra-state travel
4. Municipal/City Council – including built by developer
5. Other Roads – jalan kampung by district office from state funds
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MALAYSIAN ROAD SYSTEM
Two classification for geometric design purpose:
Urban - U
Rural – R
Subdivided into six hierachy i.e. R1/U1 to R6/U6 according to traffic, speed/geometric design, and
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according to traffic, speed/geometric design, and access control
TABLE R/U
Agencies in transportation system
ORGANISATION CHART
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ROAD LAYERS
Usually consist of four layers of road construction materials, built up on formation (sub-grade)
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Sub-gradePart of the embankment or existing ground, top
surface of sub-grade > formation level
Unsuitable materials (JKR/SPJ/1988):
1. Running silt, peat, logs, stumps, perishable or toxic material, slurry or mud, or
2. Any material� Consisting of highly organic clay and silt;
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� Consisting of highly organic clay and silt;
� Having LL > 80% and/or PI > 55%;
� Susceptible to spontaneous combustion;
� Has LOI > 2.5%;
� Containing large amounts of roots, grass and other vegetable matter.
Materials that are soft or unstable due to too wet or dry for effective compaction – not classfiedas unsuitable
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Sub-grade (cont…)
Properties of good sub-grade:
Stable
Consistent strength
Able to drain away water
Factors affecting soil strength:
Soil type
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Soil type
Moisture content
Method and compactive effort
Tests on soil for sub-grade:
LOI, LL and PL
Compaction
CBR
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Compaction
DD vs. MC
Dry
Compaction Curve
MDD
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Moisture Content
Dry Density
OMC
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CBR
Purpose – determine bearing capacity of material against standard crushed aggregate
Two major processes – compaction test (determine MDD and OMC), and CBR test (determine CBR at 95% compaction)
Compaction: mold 2.3L, hammer 4.5 kg, 62 blows/layer,
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Compaction: mold 2.3L, hammer 4.5 kg, 62 blows/layer, 5 layers, 5 different mc, obtain Bulk Density >>> Dry density >>> plot DD vs. MC
CBR: 3 mold at OMC, vary no. of blows to obtain 95% compaction, calculate DD, soak, drain, CBR test, plot Load vs. Penetration graph, calculate CBR at 2.5 and 5.0mm
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CBR Testing
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CBR 1
6
8
1 0
1 2
Load
, kN
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0 2 4 6 80
2
4
6
P e n e t r a t io n , m m
Load
, kN
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CBR 2
8
1 0
1 2
Load
, kN
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0 2 4 6 80
2
4
6
P e n e t r a t io n , m m
Load
, kN
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CBR 3
6
8
1 0
1 2Lo
ad, k
N
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0 2 4 6 80
2
4
6
P e n e t r a t io n , m m
Load
, kN
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CBR vs. DD Data
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CBR vs. DD
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Sub-baseFunction:
1. Assist in load spreading
2. Drainage layer
3. Provide platform for construction
4. Protection to the exposed sub-grade
5. Separator
Should be laid across to side drain – drainage & edge
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Should be laid across to side drain – drainage & edge support
Materials:
1. Sandy laterite – CBR > 20
2. Crushed aggregate – CBR > 30
3. Cement stabilised – CBR > 60
Quality tests – CBR, LL, PI, ACV, LAAV, Grading
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Road Base
Main load spreading layer
Material – crushed aggregate 50mm to dust
Five types of road base:
1. Dry Bound Macadam (natural interlock)
2. Wet Mix Macadam (water bound)
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2. Wet Mix Macadam (water bound)
3. Bituminous bound road base
4. Cement Stabilised (cement bound)
5. Composite
Quality tests – CBR, LL, PI, ACV, FI, Soundness, Grading
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SurfacingTwo layers –binder/base and wearing course
Cambered for drainage
Material – crushed aggregate + binder + filler
1. Binder Course :
Distribute load over road base, provide good shape and regular surface to lay WC
Example: ACB28, BMB20
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Example: ACB28, BMB20
2. Wearing Course:
Provide durable skid-resistance surface, protect pavement, withstand abrasion and traffic stresses, provide good and safe running surface, drainage
Example: ACW20, BMW14
Quality tests – aggregate, binder, and premix
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ROAD PAVING MATERIALS
Consist mainly of aggregate, small amount of binder and filler.
1. Aggregate – carry traffic load, main interlocking structure
2. Binder – bind aggregates producing strong,
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2. Binder – bind aggregates producing strong, durable & stable mixture
3. Filler – fill small voids, durable mixture, increase viscosity of binder, reduces binder run-off
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Aggregate
Aggregate:
Natural/artificial
3 major classes of rock – igneous (alkali/acid), sedimentary, metamorphic (heat & pressure)
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Types of Aggregate
Artificial aggregate – slag waste from ore to produce iron, steel, nickel, etc.
For road construction, aggregate classified according to size:
1. Coarse – ( > 2.36mm) crushed aggregate2. Fine – (2.36 – 75 micron) fine crushed
aggregate, sand (river, mining)
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aggregate, sand (river, mining)3. Filler – (< 75 micron) fine materials such as
cement, lime, crushed aggregate dust
Mix Gradation – maximum size, nominal maximum size
Important mix props influenced by gradation Typical gradations – Dense/well, gap, open, uniform
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Aggregate Properties Important properties of aggregates are: 1. Strength – crushing, impact, during construction & traffic
load
2. Durability – resistance to disintegration under weathering
3. Shape & surface texture – interlocking, resistance to sliding, affect strength
4. Deleterious substance – affect bond, break up during mixing
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4. Deleterious substance – affect bond, break up during mixing
5. Affinity – properly coated by binder
6. Relative density & absorption – stripping, drying time, mix design
7. Resistance to wear (hardness) – rounded under traffic, skid resistance
8. Gradation – quality & pavement strength
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Aggregate Tests
Tests to evaluate aggregates properties: ACV/TFV – resistance to crushing under gradually applied
compressive load
AIV – resistance to sudden shock or impact
LAAV – degradation under combination of abrasion or attrition, impact, and grinding
Soundness – resistance to disintegration due to cycle of wetting
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Soundness – resistance to disintegration due to cycle of wetting and drying, heating and cooling (weathering)
Flakiness/Elongation Index – shape tests
SG &WA – relative density, pores, and absorption
Coating & Stripping – stripping susceptibility
PSV – WC, resistance to polishing of a pneumatic tyre
Sieve – particle size distribution
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Bitumen
Two types of binder - (interchangeably due to misconception, diff. origin, chem. composition, physical characteristics.)
Bitumen – viscous liquid/solid, black or brown in color, having adhesive qualities, consisting essestially of hydrocarbons, derived from
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essestially of hydrocarbons, derived from petroleum or occuring naturally and soluble in carbon disulphate (80-85% C, 10% H)
Tar – black-brown, adhesive quality, a product of coal (insoluble in petroleum, high temperature susceptibility, heavier, health hazards, distinct odor)
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Bitumen (cont…)
Bitumen used in paving include:
Natural/rock – in geological strata, (lake - soft, rock pores - hard)
Petrolium – products of distillation of crude oil (most commonly used bituminous paving materials today)
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materials today)
Oldest engineering material – shipbuilding, mortar for building and bricks, waterproofing, mumification
Earliest pavement in US – Pennsylvania Ave 1876, Trinidad lake asphalt
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Types of Bitumen
In Malaysia use bitumen/asphalt from crude oil distillation
Four types of asphalt, only three used in paving works:
1. Asphalt Cement – residual or straight-run
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1. Asphalt Cement – residual or straight-run
2. Cutback Asphalt – blended with solvent
3. Asphalt Emulsion – mixed with water and emulsifying agent
4. Blown Asphalt (oxidized) – hot air
5. Foamed??
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Bitumen Grading System
• Three grading systems:1. Penetration Graded – uses the penetration of the original
AC.
Tests involved: penetration, softening point, flash point, ductility, solubility, TFOT (penetration & ductility)
2. Viscosity Graded – based on viscosities of original and
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2. Viscosity Graded – based on viscosities of original and aged AC.
Tests involved: viscosities, penetration, flash point, solubility, TFOT (viscosity, ductility)
3. Performance Graded – Binder specification based on extreme hot and cold pavement temperature.
Tests involved: RV, DSR, BBR, DTT, RTFO, PAV
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Medium
Low
Problem with PEN system??Temperature susceptibility
Temperature25°C (77°F)
High
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11
101055
Viscosity, Pa sViscosity, Pa s
Mixing/Compaction Temps
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.1.1
.2.2
.3.3
.5.5
100100 110110 120120 130130 140140 150150 160160 170170 180180 190190 200200
Temperature, CTemperature, C
Compaction Range 2.8 Compaction Range 2.8 ±±0.30.3
Mixing Range 1.7 Mixing Range 1.7 ±±0.20.2
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Bitumen Tests
Tests to determine bitumen quality:
Penetration – consistency test, hardness
Softening Point – consistency, temp at which phase change occurs
Ductility – elongation before breaking
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Flash Point – safety, max safe operating temp
Viscosity – consistency test, resistance to flow
Loss on heating-volatility
TFOT – short term aging
Solubility – purity (trichloroethylene)
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PG Specifications
• Fundamental properties related to pavement
performance
• Environmental factors
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• Environmental factors
• In-service & construction temperatures
• Short and long term aging
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PG Specifications
• Based on rheological testing
– Rheology: study of flow and deformation
• Asphalt cement is a viscoelastic material
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• Asphalt cement is a viscoelastic material
• Behavior depends on:
– Temperature
– Time of loading
– Aging (properties change with time)
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Superpave Asphalt Binder SpecificationThe grading system is based on Climate
PG 64 - 22
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Performance Grade
Average 7-day max pavement temperature
Min pavement temperature
Note: example Malaysian specification use PG 76
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Petroleum Distillation
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GasolineKerosene
Lt. Gas OilDiesel
Motor Oils
Asphalt
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Asphalt CementsAsphalt Cements
� At ambient temp., black, sticky, semisolid and highly viscous
� Strong and durable cement with excellent adhesive and waterproofing characterisrics
� Highly resistant to action of most acids, alkalies and salts
� Largest use – production of Hot Mix Asphalt
� Can readily be liquefied by applying heat for mixing with
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� Can readily be liquefied by applying heat for mixing with aggregate to produce HMA, after cooling will becomes very strong paving material and able to sustain heavy traffic loads
� Classified tru penetration or viscosity test, Superpave PG?
� Grade according to Penetration 40 to 300, Viscosity 5 to 40.
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Cutback Asphalts
Liquid asphalt manufactured by adding (cutting back)
petroleum solvent to asphalt cement (50-80%)
This will reduce the viscosity for lower application
temperatures
Application to aggregate or pavement causes solvent
to evaporate, leaving residue on the surface
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to evaporate, leaving residue on the surface
Divided into three types according to rate of curing:
RC – gasoline
MC - kerosene
SC - diesel
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Emulsified Asphalt (Emulsion)
Mixture of bitumen (55 - 65%), water and emulsifying agent passed under pressure tru a colloid mill
Emulsions are made to reduce the viscosity for lower application temperatures
Two most commonly used emulsions:
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Two most commonly used emulsions:
i. Anionic – electro negatively charges asphalt droplets. Compatible with positive charge aggregate such as limestone.
ii. Cationic – electro positively charges asphalt droplets. Compatible with negative charge aggregates (most siliceous aggregates) such as sandstone, quartz, gravel
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Emulsion
When mixed or sprayed, it sets or breaks because asphalt droplets reacts with the surface of aggregate and squeezing out the water between them
Evaporation of water – primary mechanism for anionic breakup Electrochemical process - primary mechanism for cationicFurther graded according to setting rate – RS, MS, SSSetting rate is controlled by the type and amount of the emulsifying
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Setting rate is controlled by the type and amount of the emulsifying agent
Emulsion are increasingly being used in lieu of cutback due to:1. Environmental regulations2. Waste of high energy products3. Safety4. Lower application temperature
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REFERENCES
1. Roadwork Theory and Practice, Wignall. 1991
2. HMA Materials, Mixture Design and Construction, Roberts et.
al., 1991.
3. MS, BS, ASTM, AASHTO
4. Highway Engineering, Wright, 19964. Highway Engineering, Wright, 1996
5. Traffic and Highway Engineering, Garber & Hoel, 1988.
6. Pengenalan Pembinaan Jalan Raya Berbitumen, Rehan, 1991
7. Washington Asphalt web page