4. Definition of pedestrian
People
1.Who walk
2.Sit
3.Stand in public spaces
4.Use a mobility aid like walking stick
5. Use Crutches or wheelchair
BE THEY CHILDREN,TEENAGERS,ADULTS,ELDERLY PERSONS,PERSONS
WITH DISABILITIES,WORKERS,RESIDENTS,SHOPPERS,PEOPLE WATCHERS
8. • Clear walking zone-----1.8 m X 2.2 m (w and height)
• Clear width ------
• for a single wheel chair—900mm
• for a single wheel chair and a person –1200 mm
• for two wheel chair-----1800mm
• . dead width----1 m extra for shopping area
• kerbs------max. 150 mm
• surface quality
• Cross falls—1:50 if absolutely necessary for drainage purpose
• Service covers
• Pedestrians guardrails.
• Continuity and consistency
9. This Photo by Unknown Author is licensed under CC BY-SA
Tactile pavers for persons with vision
impairement
11. Interlocking concrete block
SOME APPLICATIONS
1.Footpath and side-walks 11.Roads in high altitude area
2.Cycle track 12.Urban section highway
3.Village roads through villages 13.Road repairs during monsoon
4.Fuel stations 14.Residenttial streets
5.Highway rest areas 15. Car parking
6.Toll plaza 16.City streets
7.Industrial floors 17.Port wharf and roads
8.Bus depot 18.intersections
9.Truck park area 19.Container depots
10.Approaches to railway level crossing
12. SOME ADVANTAGES
• HIGH QUALITY DUE TO MANUFACTURING IN FACTORY
• IT RESTRICTS THE SPEED LIMITS
• SKID RESISTANT
• IDEAL FOR INTERSECTION
• THE DIGGING AND REINSTATEMENT EASY
• NOT AFFECTED BY SPILLAGE OF VEHICLE OIL
• MAINTERNANCE COST LOW
• NO CURING NEEDED
• CONSTRUCTION IS EASY
13. LIMITATIONS
•Can not be used in high speed
traffic
•Riding quality is not good
•More noise
•Very good drainage needed
14. DIMENSIONS
TOP SURFACE AREA OF INTERLOCKING:-
5000 TO 60000 SQ.MM
1<MEAN LENGTH/MEAN WIDTH<3
LENGTH/THICKNESS>OR=4
THICKNESS BETWEEN 60 MM TO 140 MM
15. TYPES OF BLOCKS
• Interlocking can be placed horizontally and vertically
Horizontally placed
vertically placed
18. PROCESS OF CONATRUCTION AND LAYIONG
•SAND BEDDING AND JOINTING
A course sand bed 20mm-40mm, joints 2 to 4 mm wide and filled with
fine sand
•BASE AND SUBBASE LAYERS
sub base-GSB and drainage layer
base -soil-cement ,lean concrete or WMM
•EDGE RESTRAINT BLOCKS
compresive strength >30 Mpa and flexural strength >3.8 MPa
19. COURSE SAND FOR BEDDING
IS SEIVE % PASSING
9.52MM 100
4.75 MM 95-100
2.36 MM 80-100
1.18 MM 50-95
600 MICRON 25-60
300 MICRON 10-30
150 MICRON 0-15
75 MICRON 0-10
20. FINE SAND FOR JOINT FILLING
IS SEIVE % PASSING
2.36MM 100
1.18 MM 90-100
600 MM 60-90
300 MM 30-60
150 MICRON 15-30
75 MICRON 10-30
21. LAYING OF INTERLOCKING BLOCKS
• MANUAL METHOD
• MECHANISED METHOD
STRETCHER BOND OR RUNNING BOND
HERRINGBONE BOND
BASKET WEAVE BOND