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TOPIC- ROAD WORK
NAME –
KRISHNENDU
DEPT.- QA/QC DATE-
28.06.2022
INTRODUCTION
What is Road ?
Roads are defined as the routes or paths that
begin at one destinations and leads to
another.
• DEVELOPMENT OF A COUNTRY DEPENDS ON THE CONNECTIVITY OF
VARIOUS PLACES WITH ADEQUATE ROAD NETWORK.
• ROAD CONSTITUTE THE MOST IMPORTANT MODE OF COMMUNICATION IN
ALL AREA OF POWER PLANT.
TYPES OF PAVEMENT
• FLEXIBLE PAVEMENT
• RIGID PAVEMENT
TWO TYPES OF PAVEMENTS ARE LAID IN INDIA
FLEXIBLE PAVEMENT
Flexible pavement can be defined as a pavement layer comprising of
a mixture of aggregates and bitumen, heated and mixed properly and
then laid and compacted on a bed of granular layer.
RIGID PAVEMENT
Rigid pavements on the other hand, are made from cement
concrete or reinforced concrete slabs, laid over a low strength
concrete layer (Dry lean concrete, DLC)/PCC on a well compacted
layer of aggregates or both.
HOW CAN WE DECIDE WHICH PAVEMENT IS SUITABLE BETWEEN
A FLEXIBLE PAVEMENT AND A RIGID PAVEMENT :
• FLEXIBLE PAVEMENT ARE PREFERRED IF:
1. Location is good enough to drain off water quickly to the berms and
there are no chances of pavement being submerged under water
any time.
2. Economical cost is also a consideration.(Low initial cost)
• RIGID PAVEMENT ARE PREFERRED IF:
1. Location is not good enough to drain off water, Not effected due to
weather conditions.
2. Long service life is preferred.
CROSS SECTION OF RIGID PAVEMENT
• CONCRETE PAVEMENT
• BASE COURSE
• SUB-BASE COURSE
• SOIL SUB-GRADE
TYPICAL SECTION OF ROAD INSIDE PLANT BOUNDARY
Steel for Dowels and Tie Bars
ACCORDING TO IR 15-2000
DETAILS OF JOINTS
EXPANSION JOINT JOINT DETAILS
CONTRACTION JOINT DETAILS
LONGITUDINAL JOINT
CONSTRUCTION OPERATION FOR RIGID PAVEMENT
1. Preparation of Sub-grade : Spreading and Compacting soil
ACCORDING TO MORTH
(SECTION 400)
• Rolling shall be continued till the
density achieved is at lease 98 per
cent of the maximum dry density
for the material determined as per
IS:2720 (Part 8).
RULING GRADIENT IN
LONGITUDINAL
DIRECTION SHOULD NOT
BE MORE THAN 1 in 25
2. Preparation of Granular Sub-Base (GSB) :Spreading and Compacting soil
Table 400-1 prescribes four grading for Granular Sub-Base (GSB).
3. Preparation of Base Course in
Rigid pavement : Dry Lean
Concrete(DLC)/PCC
A separation membrane shall
be used between the base
Course (PCC) and the base
(GSB). Separation membrane
shall be impermeable P.E sheet
125 micron thick transparent
Laying of Dry Lean Concrete (DLC)/PCC
Although the actual thickness will be governed by the design
considerations, a thickness of minimum 150 mm is recommended for all
major projects of State Highways and National Highways. When DLC is
adopted as the base in case of roads other than the above roads its
thickness of 100 mm is recommended. (IRC:SP:49-2014)
• But here inside Plant boundary it recommended for 100 mm thick
Lean concrete with M15 Grade
PCC laying is going on over 125 micron P.E sheet on well compacted GSB layer.
ROAD WITH
STEEL
BINDING
Rigid pavement
/ RCC Road
• Minimum thickness of 150 mm is
considered desirable (IRC-150)
• Inside plant thickness of 250mm
is recommended of M30 Garde
Concrete.
POST CONCRETE CURING SHOULD BE DONE FOR
MINIMUM 14 DAYS
ANY QUESTION
?
THANK YOU

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ROAD WORK ppt RCC.pptx

  • 1. TOPIC- ROAD WORK NAME – KRISHNENDU DEPT.- QA/QC DATE- 28.06.2022
  • 2. INTRODUCTION What is Road ? Roads are defined as the routes or paths that begin at one destinations and leads to another. • DEVELOPMENT OF A COUNTRY DEPENDS ON THE CONNECTIVITY OF VARIOUS PLACES WITH ADEQUATE ROAD NETWORK. • ROAD CONSTITUTE THE MOST IMPORTANT MODE OF COMMUNICATION IN ALL AREA OF POWER PLANT.
  • 3. TYPES OF PAVEMENT • FLEXIBLE PAVEMENT • RIGID PAVEMENT TWO TYPES OF PAVEMENTS ARE LAID IN INDIA
  • 4. FLEXIBLE PAVEMENT Flexible pavement can be defined as a pavement layer comprising of a mixture of aggregates and bitumen, heated and mixed properly and then laid and compacted on a bed of granular layer. RIGID PAVEMENT Rigid pavements on the other hand, are made from cement concrete or reinforced concrete slabs, laid over a low strength concrete layer (Dry lean concrete, DLC)/PCC on a well compacted layer of aggregates or both.
  • 5. HOW CAN WE DECIDE WHICH PAVEMENT IS SUITABLE BETWEEN A FLEXIBLE PAVEMENT AND A RIGID PAVEMENT : • FLEXIBLE PAVEMENT ARE PREFERRED IF: 1. Location is good enough to drain off water quickly to the berms and there are no chances of pavement being submerged under water any time. 2. Economical cost is also a consideration.(Low initial cost) • RIGID PAVEMENT ARE PREFERRED IF: 1. Location is not good enough to drain off water, Not effected due to weather conditions. 2. Long service life is preferred.
  • 6. CROSS SECTION OF RIGID PAVEMENT • CONCRETE PAVEMENT • BASE COURSE • SUB-BASE COURSE • SOIL SUB-GRADE
  • 7. TYPICAL SECTION OF ROAD INSIDE PLANT BOUNDARY
  • 8. Steel for Dowels and Tie Bars
  • 9. ACCORDING TO IR 15-2000
  • 10.
  • 15. CONSTRUCTION OPERATION FOR RIGID PAVEMENT 1. Preparation of Sub-grade : Spreading and Compacting soil
  • 16. ACCORDING TO MORTH (SECTION 400) • Rolling shall be continued till the density achieved is at lease 98 per cent of the maximum dry density for the material determined as per IS:2720 (Part 8).
  • 17. RULING GRADIENT IN LONGITUDINAL DIRECTION SHOULD NOT BE MORE THAN 1 in 25
  • 18. 2. Preparation of Granular Sub-Base (GSB) :Spreading and Compacting soil
  • 19. Table 400-1 prescribes four grading for Granular Sub-Base (GSB).
  • 20. 3. Preparation of Base Course in Rigid pavement : Dry Lean Concrete(DLC)/PCC A separation membrane shall be used between the base Course (PCC) and the base (GSB). Separation membrane shall be impermeable P.E sheet 125 micron thick transparent
  • 21. Laying of Dry Lean Concrete (DLC)/PCC Although the actual thickness will be governed by the design considerations, a thickness of minimum 150 mm is recommended for all major projects of State Highways and National Highways. When DLC is adopted as the base in case of roads other than the above roads its thickness of 100 mm is recommended. (IRC:SP:49-2014) • But here inside Plant boundary it recommended for 100 mm thick Lean concrete with M15 Grade
  • 22. PCC laying is going on over 125 micron P.E sheet on well compacted GSB layer.
  • 24. Rigid pavement / RCC Road • Minimum thickness of 150 mm is considered desirable (IRC-150) • Inside plant thickness of 250mm is recommended of M30 Garde Concrete.
  • 25. POST CONCRETE CURING SHOULD BE DONE FOR MINIMUM 14 DAYS