Common defects - bituminous roads, Civil Engineering

Assignment Help:

Common defects - bituminous roads:

Cracks can be filled with a bitumen emulsion. Wide cracks can be filled with premix sand asphalt.

If an overlay is to be laid on a cracked surface, it is necessary to ensure that the cracks do not travel upwards in the newly laid material. For this purpose, a Stress Absorbing Membrane (SAM) layer or a Stress Absorbing Membrane Interlayer (SAMI) is used. SAM is an application of polymer modified bitumen and covering it with aggregate chips. SAMI is similar to SAM but is followed by an overlay. SAMI can consist of polymer modified bitumen or bitumen impregnated geotextile.

When cracks are extensive, it is preferable to treat the area with a fog seal or slurry seal. The fog seal consists of spraying a bitumen emulsion followed by blinding with graded grit of size 3 mm and lower sizes. A slurry seal is a mixture of fine aggregate, Portland cement filler, bitumen emulsion and additional water, mixed in a mobile mixer and laid to a uniform thickness of 1.5 mm - 5 mm and rolled.

When the surface of the bituminous carpet is loose or has got oxidized, it is necessary to renew the surface by a thin course, consisting of surface dressing, premix carpet, mix- seal surfacing and a semi-dense carpet, depending upon the traffic and importance of the road. The renewal is done once in 3 to 5 years. The renewal helps in restoring the riding quality.

If the surface becomes fatty, a sprinkling of coarse sand or fine chippings and rolling will help.

If the surface becomes very smooth and slippery and has lost its skid-resistance properties, an application of surface dressing can restore its anti-skid properties.


Related Discussions:- Common defects - bituminous roads

Why does the pressure increase under soil, Soil pressure enhances with dept...

Soil pressure enhances with depth due to the overburden or self-weight of the soil and because of loads imposed upon the soil. For example, the pressure variation below the dept

Laplace transform, Using Laplace transfom, the following differential equat...

Using Laplace transfom, the following differential equation d y dy dt reduces to the algebraic equation of the form Resolve y(s) into partial fractions

Explain the dupuit equations for unconfined aquifers, Explain the Dupuit Eq...

Explain the Dupuit Equations for Unconfined Aquifers   Using natural log: Q = ΠK((h 2 ) 2 - (h 1 ) 2 )/ln(r 2 /r 1 )  Using log 10 :   Q = K((h 2 ) 2 - (h 1 ) 2 )/((1055)l

Highway Engg, what are lab and field test carried on soil subgrade

what are lab and field test carried on soil subgrade?

Hoyers long line system pre-tensioning, Hoyers long line system pre-tension...

Hoyers long line system pre-tensioning When concrete attains the required strength,  jacks  are released and tendon wires in-between various units are cut.

General requirement for civil engineering, Question General requirement for...

Question General requirement for Civil Engineering Works in 1992 Edition, Clause 15.09 details that tying wires for strengthening adjacent to and above Class F4 and F5 closes must

P.h.e, procedure for designing of sewage scheme

procedure for designing of sewage scheme

Measure the stress increment, A raft of size 4 m × 4 m carries a uniform lo...

A raft of size 4 m × 4 m carries a uniform load of 200 kN/m 2 . Using the point load approximation with four equivalent point loads, measure the stress increment at a point in the

Paint, Description of paint

Description of paint

Write Your Message!

Captcha
Free Assignment Quote

Assured A++ Grade

Get guaranteed satisfaction & time on delivery in every assignment order you paid with us! We ensure premium quality solution document along with free turntin report!

All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd