Sunday, 14 March 2021

Snow Clearance on Road /Highway

During winter, one of the main activity in High Altitude Area is snow clearance.  

Snow clearance is the job of removing snow from road surface to make travel easier & safer. It can be done manually & mechanically. 

Manually:-     

For very light snow, brooms can be used to brush off the snow.

For considerable amount of snow, Hand tools like spade and shovels are used.

Removing icing is more difficult ,even pick axes may be required sometime. 

Mechanically:-

Dozer & wheel loader/Back Hoe loader are usually used to clear snow.

One of main Problem during winter is Icing. De-icing activity is removal of ice layer formed during winter/snowfall.

It can be scrapped off mechanically or using chemical /inert material. 

Chemicals are used before or during the onset of snowfall in order to prevent formation of ice or adhesion of ice to road surface.

Most commonly used chemical is Sodium chloride (common salt). It is inexpensive and readily available. Brine(salt in water) lowers the freezing point of water to – 18o C & causes snow/ ice to melt at lower temp.  However, salt has tendency to cause corrosion. Common salt is also toxic to plants and aquatic life

Compound like Urea (commonly used fertilizers) reduce environmental effect & have longer residual effect. These are effective for area with temperature  up to  – 20o C. It is good for vegetation but over use of Urea may cause damages to vegetation.

For very colder places like temp < – 20o C, CaClmay be used. It lowers freezing temp & also produce exothermic reaction . It is five times more expensive than NaCl.  

Inert material (like sand,girt) are also used on road surface . They don’t melt snow but they improve traction. With melting of snow, traction also reduces. These can be mixed with chemicals to minimize the use of chemical. De-icing chemical and inert material need to be selected/ applied carefully. Sand can clog pavement joint in rigid pavement.  

Snow poles are installed on roads to identified the edge/ perimeters of road. 

During this time, vehicle and machine will require non skid chain to perform their task.

Main artery roads, Roads with steep slope or other dangers shall be given priority during snow clearance.

Thursday, 23 April 2020

Geometric Design (Parameters) of HILL ROAD

Design of Hill Road  to predetermined standard is necessary so that  travel is safe and comfortable.

Class 9 : Other District Road

Class 5 : Village Road

Road Land Width (Right of way): It is the land width required for Road Purpose.


Carriage Way : It is the portion of Roadway designed & constructed for vehicular traffic.

Roadway : It is sum of carriageway width and shoulder width on either side.It is exclusive of side drain & parapets.

Formation Width: It is Roadway width + side drain + parapets.

Shoulder: It is the portion immediately beyond the edges of carriageway on which vehicular traffic may pass occasionally.

AS PER LATEST IRC: THERE IS NO SINGLE LANE ROAD.


-Roadway width is exclusive of side drain width (usually 0.6m) & parapet width (usually 0.6m).
- In case Retaining wall with parapet is provided on valley side then earthen shoulder may not be provided.
-Strategic and Border Road for Military purpose shall be constructed for not less than two lane carriageway along with paved shoulder on Hill side + paved and earthen shoulder on valley side.
-In  hard Rock, width may be reduced by 0.8m for two lane road.


AS  PER IRC :52 -1981



AS PER BRO TI-1


In BRO TI , It is Roadway width + side drain + parapets.(side drain =0.6m & parapet =0.6m)

Camber : Camber is a slope given to the cross section of the carriage way.


Design Speed : 


Sight Distance: It is the distance along the road surface at which driver has visibility of object at a specified height above the carriageway.


Minimum Radii of Horizontal Curve :



Vertical Alignment : Recommended Gradients


Passing Place on single Road:




Bridle Road , Bridle parth and OP Track : Isolated village habitation can be connected by bridle road or bridle path.(for the pocket of very small population in remote areas)




Saturday, 28 March 2020

All about Bitumen (Type, Requirements, Selection, Tests & Conformity Criteria)

Bitumen is prepared by the refining of crude petroleum by suitable methods.

In the third revision of IS:73-2006 grading of bitumen was changed from penetration grade to viscosity grade.

Grades of Bitumen & Selection of Bitumen:
Bitumen is classified into four grades based on the viscosity, and suitability recommended for maximum air temperature as given below:


Latest revision has also rationalized the Bitumen selection process by categorizing the binder grade based on design maximum air temperature.
So,The choice of the grade depends upon the design maximum air temperature of the location where the binder has to be used.

Requirements of Bitumen : 
The various grades of bitumen shall conform to the requirements prescribed below:


In  latest revision (2013), emphasis is given to the viscosity measurement at 60°C & hence viscosity ranges are provided for all the grades instead of a range for penetration as specified in the third revision(2006). Rather,Minimum value of penetration at 25°C is stipulated.

Tests on Bitumens: 
Tests on Bitumen are given above in table for requirements for bitumen.

Adoption of viscosity-graded paving bitumen specification also reduced the number of total tests to seven, resulting in reduced cost of testing paving bitumen.

Ductility test is no longer mandatory for specification compliance.

This eliminated empirical tests/parameters such as, penetration ratio, paraffin wax content, and Fraass breaking point without compromising the quality of bitumen.

No. of Samples for Test : The number of containers to be selected at random from the lot shall depend upon the size of the lot given  below:

Criteria for Conformity : The lot shall be considered as conforming to the requirements of bitumen, if the condition mentioned  below is satisfied.

Condition: From the test results of absolute viscosity at 60°C,penetration and softening point, the mean ( X ) and the range (R) shall be calculated. The following conditions shall be satisfied:

a) [ x –0.6R] shall be greater than or equal to the minimum specification limit specified in Table for requirements of bitumen and
b) [ x + 0.6R] shall be less than or equal to the maximum specification limit specified in Table for requirements of bitumen.


-BRO TI 25 may be read with this latest revision of bitumen.


Friday, 22 March 2013

Jaag Ri (from Parikrama )

Jaag Ri
Beeti Vibhavari Jaag Ri


Ambar Panghat Mein Bhigo Rahi Hai --
Taraghat Usha Nagri

Khag Kul Kul-kul Sa Bol Raha,
Kislaya Ka Anchal Dol Raha Hai,
Lo Yeh Kaliya Bhi Bhar Layi --
Madhu Mukul Naval Ras Gagri

Adharon Mein Rag Amand Piye,
Alkon Mein Malyaj Band Kiye,
Too Abtak Soyi Hai Aali --
Ankhon Mein Bhare Vihag Ri

-Jai Shankar Prasad