Bituminous macadam, Civil Engineering

Assignment Help:

Bituminous Macadam:

Bituminous Macadam (BM) is a base course in which coarse aggregates are mixed with a bituminous binder. The mix is open-graded with 20-25 per cent voids. Two gradings are used :

Grading 1

Nominal size of aggregates 40 mm Thickness of layer 75-100 mm Binder content : 3.1-3.4 per cent

Grading 2

Nominal size of aggregates 19 mm Thickness of layer 50-75 mm Binder content : 3.3 to 3.5 per cent

The binder used is 60/70 penetration grade bitumen. The mixing is done in a hot-mix plant and the laying is done by a paver finisher. Rolling is done by a 80-100 kN vibratory roller.


Related Discussions:- Bituminous macadam

Wall method of estimation, 1. Can you enumerate the benefits of individual ...

1. Can you enumerate the benefits of individual wall method of estimation? 2. Estimate the single room of size 3m x 4m x height 3m  using individual wall method? 3. Which met

Define safety precaution for underwater inspection of bridge, Define Safety...

Define Safety Precautions for Underwater Inspection of Bridge? The working agency should have its own diving safety manual, which should be strictly followed. This manual shoul

Explain the unconfined aquifer - ground water, Explain the Unconfined Aquif...

Explain the Unconfined Aquifer Also termed "free aquifer". Groundwater flows by gravity from high head to low head. The upper water surface is termed "water table", is influenc

Write definition of afflux and skew bridge, Write definition of the followi...

Write definition of the following - (i) Afflux. ( ii ) Free Board. ( iii ) Clearance. ( iv ) Via duct. ( v ) Skew Bridge ( vi ) Cause Way. ( vii ) Clear Span. ( v

Survey, how can I use reciprocal type of leveng method to level a ground, a...

how can I use reciprocal type of leveng method to level a ground, and a procedure

Levelling, principle of direct levelling

principle of direct levelling

Curves, procedure on conducting curves in field

procedure on conducting curves in field

Direction of approaching velocities of ships during berthing, Q. Direction ...

Q. Direction of approaching velocities of ships during berthing? One of the key effects of angle of approaching velocities of ships is its influence of energy to be absorbed by

What is the station at point b, What is the station at Point B? SO...

What is the station at Point B? SOLUTION 3 Station at Point A = Sta 22+45  Station at Point B = (Sta 22+45) + 1028' = 2245'+1028' =3273'  = Sta 32+73

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