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A
Summer Training Presentation on
Road Modification and Construction
submitted for partial fulfillment for the award of the degree
of
BACHELOR OF TECHNOLOGY
in
CIVIL ENGINEERING
Submitted to -:
CHAITNYA NIDHI ( ASST.PROFESSOR) Submitted By -:
VIVEK KUMAR GUPTA (2007360000059)
CONTENT
1. PAVEMENT
2. TYPES OF PAVEMENT
3. BITUMINOUS PAVEMENT
4. CONSTRUCTION OF BITUMINOUS PAVEMENT
5. TYPES OF BITUMINOUS CONSTRUCTION
6. MAINTENANCE OF BITUMINOUS PAVEMENT
7. SUMMARY
What is a pavement ?
3
• A structure to carry vehicle wheel load
– safely
– smoothly
– at a faster rate
– without any deformation
Types of Pavement
RIGID
4
FLEXIBLE
Composition of Pavement
5
Wheel Load
Granular
structure
Load transfer mechanism
6
Comparison
7
Flexible
• Flexible in nature
• Grain to grain load transfer
• Multiple layers of
Subgrade, sub base, Base
course and Surface course
• Low initial cost
• High maintenance cost
• Eg. Bituminous road, WBM
Rigid
• Rigid in nature
• Load transfer by slab action
• Slab directly put over
subgrade or a sub-base
course
• High initial cost
• Low maintenance cost
• Eg. Cement Concrete road
BT. SURFACE
BASE
SUB - BASE
SUB – GRADE
Bituminous Pavement – Typical Cross section
Bituminous Pavement Construction
Bitumen
• Distillation of petroleum crude oil
• Hydrocarbon of high molecular weight
• Form can be gaseous, liquid, semisolid or solid
Tar
• Destructive distillation of coal or wood
• More temperature sensitive than bitumen
• Carcinogenic material
9
Bituminous Pavement Construction
Adequate Viscosity
Low temperature susceptibility
Adequate affinity between
bitumen and aggregates
Properties of Bitumen
10
Bituminous Pavement Construction
11
Hot mix technique – Bitumen require proper
heating to attain viscosity before mixing with
aggregates
Cold mix technique – Cutback and
emulsion do not require heating of the
binder
General Construction Procedure
12
1. Formation of subgrade soil
Soil exploration to check the dry density of soil
For week soil up to 50 cm depth should be
replaced with good soil (2 layers of 25 cm thick is
compacted)
Criteria –95 % of proctor density
achieved
Proper longitudinal slope for drainage
Proper camber is provided
should be
General Construction Procedure (Contd)
13
2. Preparation of Sub-base course
 Granular Sub-Base (GSB)
 Broken stone (60 mm down), quarry dust and water
 100 mm to 150 mm
 Wet Mix Macadam (WMM)
 Broken stone (40 mm down), quarry dust and water
 Properly mixed, laid and compacted
 150 mm to 200 mm
Static compactors are used
General Construction Procedure (Contd)
3. Preparation of base course
Prime Coat
Tack Coat
Bituminous Macadam
4. Preparation of wearing course
Tack Coat
Seal coat or Bituminous Concrete
Explained in
next slides
14
Bituminous pavement construction techniques
15
Interface
treatment
• Prime coat
• Tack coat
Grouted or
penetration
• Penetration
Macadam
• Built up
spray grout
Premix
pavement
• Bituminous
Macadam
• Bituminous
Concrete
• Mastic
Asphalt
Surface
dressing
• Seal coat
• Bituminous
Concrete
Types of bituminous construction
Interface
treatment
Prime Coat Tack Coat
16
Interface treatment
17
To provide necessary bond between old and new
pavement layers
a) Prime Coat -:
 First application of low viscosity bitumen is used
 To plug the capillary voids
 To bind loose mineral particles on the existing
porous pavement
 24 hours curing
 Rate of application is 7.3 to 14.6 kg/10m2
Prime coat over WMM
Check for rate of spread
18
Interface treatment (Contd)
b) Tack Coat-:
 Viscous bituminous material over existing
impervious pavement surface (bituminous or CC)
 Rate of application is 4.9 to 9.8 kg/10m2
19
Bituminous pavement construction techniques
Interface
treatment
20
• Prime coat
• Tack coat
Grouted or
penetration
• Penetration
Macadam
• Built up
spray grout
Premix
pavement
• Bituminous
Macadam
• Bituminous
Concrete
• Mastic
Asphalt
Surface
dressing
• Seal coat
• Bituminous
Concrete
Bituminous Surface Dressing (BSD)
Seal Coat -:
– Very thin surface dressing
– Provided over an existing
black top
– 9 mm thick using 6mm stone
• Functions
– To seal the surface to prevent water ingress
– To provide skid resistant surface
21
Dumping Of Subgrade Material
22
Grading Of Subgrade Material
23
Rolling Of Subgrade Material
24
Bituminous pavement construction techniques
Interface
treatment
• Prime coat
• Tack coat
Grouted or
penetration
• Penetration
Macadam
• Built up
spray grout
• Bituminous
Macadam
• Bituminous
Concrete
• Mastic
Asphalt
Surface
dressing
• Seal coat
• Bituminous
Concrete
HOT MIX
25
METHODS
Premix
pavement
Cold Mix Techniques
Bituminous emulsions-:
 A mixture of emulsifiers and fine bitumen droplets(as
suspended particles) in water.
 Emulsifiers add charge to droplets and keeps them in
suspension
 Bitumen droplets having high affinity to aggregates,
make a quick and strong bond with aggregates, once
applied on road surface
 Water then evaporates
26
Maintenance of bituminous pavement
1. Patch Repair
2. Surface treatment
3. Resurfacing
27
Summary
• Maintenance of bituminous roads 53
Hot mix
Flexible and Rigid Pavements
Bituminous pavements
procedure
Interface
Grouted
Premix
Surface
dressing
Cold mix
Emulsion Cutback
54

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Vivek Gupta (CE-4th REC AZAMGARH)

  • 1. A Summer Training Presentation on Road Modification and Construction submitted for partial fulfillment for the award of the degree of BACHELOR OF TECHNOLOGY in CIVIL ENGINEERING Submitted to -: CHAITNYA NIDHI ( ASST.PROFESSOR) Submitted By -: VIVEK KUMAR GUPTA (2007360000059)
  • 2. CONTENT 1. PAVEMENT 2. TYPES OF PAVEMENT 3. BITUMINOUS PAVEMENT 4. CONSTRUCTION OF BITUMINOUS PAVEMENT 5. TYPES OF BITUMINOUS CONSTRUCTION 6. MAINTENANCE OF BITUMINOUS PAVEMENT 7. SUMMARY
  • 3. What is a pavement ? 3 • A structure to carry vehicle wheel load – safely – smoothly – at a faster rate – without any deformation
  • 7. Comparison 7 Flexible • Flexible in nature • Grain to grain load transfer • Multiple layers of Subgrade, sub base, Base course and Surface course • Low initial cost • High maintenance cost • Eg. Bituminous road, WBM Rigid • Rigid in nature • Load transfer by slab action • Slab directly put over subgrade or a sub-base course • High initial cost • Low maintenance cost • Eg. Cement Concrete road
  • 8. BT. SURFACE BASE SUB - BASE SUB – GRADE Bituminous Pavement – Typical Cross section
  • 9. Bituminous Pavement Construction Bitumen • Distillation of petroleum crude oil • Hydrocarbon of high molecular weight • Form can be gaseous, liquid, semisolid or solid Tar • Destructive distillation of coal or wood • More temperature sensitive than bitumen • Carcinogenic material 9
  • 10. Bituminous Pavement Construction Adequate Viscosity Low temperature susceptibility Adequate affinity between bitumen and aggregates Properties of Bitumen 10
  • 11. Bituminous Pavement Construction 11 Hot mix technique – Bitumen require proper heating to attain viscosity before mixing with aggregates Cold mix technique – Cutback and emulsion do not require heating of the binder
  • 12. General Construction Procedure 12 1. Formation of subgrade soil Soil exploration to check the dry density of soil For week soil up to 50 cm depth should be replaced with good soil (2 layers of 25 cm thick is compacted) Criteria –95 % of proctor density achieved Proper longitudinal slope for drainage Proper camber is provided should be
  • 13. General Construction Procedure (Contd) 13 2. Preparation of Sub-base course  Granular Sub-Base (GSB)  Broken stone (60 mm down), quarry dust and water  100 mm to 150 mm  Wet Mix Macadam (WMM)  Broken stone (40 mm down), quarry dust and water  Properly mixed, laid and compacted  150 mm to 200 mm Static compactors are used
  • 14. General Construction Procedure (Contd) 3. Preparation of base course Prime Coat Tack Coat Bituminous Macadam 4. Preparation of wearing course Tack Coat Seal coat or Bituminous Concrete Explained in next slides 14
  • 15. Bituminous pavement construction techniques 15 Interface treatment • Prime coat • Tack coat Grouted or penetration • Penetration Macadam • Built up spray grout Premix pavement • Bituminous Macadam • Bituminous Concrete • Mastic Asphalt Surface dressing • Seal coat • Bituminous Concrete
  • 16. Types of bituminous construction Interface treatment Prime Coat Tack Coat 16
  • 17. Interface treatment 17 To provide necessary bond between old and new pavement layers a) Prime Coat -:  First application of low viscosity bitumen is used  To plug the capillary voids  To bind loose mineral particles on the existing porous pavement  24 hours curing  Rate of application is 7.3 to 14.6 kg/10m2
  • 18. Prime coat over WMM Check for rate of spread 18
  • 19. Interface treatment (Contd) b) Tack Coat-:  Viscous bituminous material over existing impervious pavement surface (bituminous or CC)  Rate of application is 4.9 to 9.8 kg/10m2 19
  • 20. Bituminous pavement construction techniques Interface treatment 20 • Prime coat • Tack coat Grouted or penetration • Penetration Macadam • Built up spray grout Premix pavement • Bituminous Macadam • Bituminous Concrete • Mastic Asphalt Surface dressing • Seal coat • Bituminous Concrete
  • 21. Bituminous Surface Dressing (BSD) Seal Coat -: – Very thin surface dressing – Provided over an existing black top – 9 mm thick using 6mm stone • Functions – To seal the surface to prevent water ingress – To provide skid resistant surface 21
  • 22. Dumping Of Subgrade Material 22
  • 23. Grading Of Subgrade Material 23
  • 24. Rolling Of Subgrade Material 24
  • 25. Bituminous pavement construction techniques Interface treatment • Prime coat • Tack coat Grouted or penetration • Penetration Macadam • Built up spray grout • Bituminous Macadam • Bituminous Concrete • Mastic Asphalt Surface dressing • Seal coat • Bituminous Concrete HOT MIX 25 METHODS Premix pavement
  • 26. Cold Mix Techniques Bituminous emulsions-:  A mixture of emulsifiers and fine bitumen droplets(as suspended particles) in water.  Emulsifiers add charge to droplets and keeps them in suspension  Bitumen droplets having high affinity to aggregates, make a quick and strong bond with aggregates, once applied on road surface  Water then evaporates 26
  • 27. Maintenance of bituminous pavement 1. Patch Repair 2. Surface treatment 3. Resurfacing 27
  • 28. Summary • Maintenance of bituminous roads 53 Hot mix Flexible and Rigid Pavements Bituminous pavements procedure Interface Grouted Premix Surface dressing Cold mix Emulsion Cutback
  • 29. 54