In this tutorial you will
learn how to design a simple road when you ;
¨
Enter Design Vertical
Grading
¨
Enter a Design Section
template for a Rural Road
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Calculate the Volume of
material in the Proposed road.
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Plot Design Profiles
and Sections.
Your client from Tutorial 18
has been on the phone again, and this time she wants to know if you can provide
a preliminary design of the road/firebreak into her proposed ‘country
property’.
She claims that she needs to
build a ‘road ‘ that is 4 metres wide to allow for delivery of building
materials, and would like you to provide her with profile, sections and
approximate volumes so she can get ‘in principle approval’ from the local
authority, as well as some indicative prices from contractors to build the
road.
As a preliminary stage, you decide that you will try
and use the material on site to form the road base, and then bring in some
select material to form a 50mm finished
‘cap’.
If you open job ‘boundary’
again, you will see a screen similar to that at the bottom of Page 1,
representing where we left off last time.
Select the Profile Icon,
followed by the Section Icon, and then pull down the Window menu and select
Tile Roadworks to see the screen shown below.
Now the more astute among you will see that the
‘alignment’ at the moment consists of a series of straight segments without any
‘curves’, and while it is not normal to build real roads in this form, it is
acceptable at this preliminary stage of investigation for a ‘dirt road’ on a
private property, particularly since you client thinks you should do this extra
work for free.
So we will leave the
horizontal alignment as it is and let the grader driver smooth out the bends to
suit on site.
We will concentrate on
producing some ‘design vertical grading’ and then generate some ‘design cross
sections’ to produce preliminary earthworks quantities.
It is important that you
understand that what is presented in this exercise is simply one method of
using the various tools contained within your Ezicad ‘toolbox’ to achieve a
particular result. You may choose to use the tools in a different order, or use
different tools to fit with your particular style of working.
It is far beyond the scope
of this Tutorial to attempt to teach you how to actually design roads or other
structures, and you may change the numbers we suggest to suit yourself if you
wish.
The vertical grading process
consists of adding in a series of Vertical Intersection Points (VIP) and then
placing a Vertical Curve (VC) at some or all of these points as required.
You need to make the Profile
Window active by clicking somewhere within it.
Once it is active, ‘right
click’ within the window and a ‘design menu’ will appear as seen below.

Choose “Add” from the menu.
This puts you in ‘Add VIP
Mode’, and each time you ‘left click’ within the profile window a new VIP will
be added in.
Position your cursor at the
start of the profile, and ‘click in’ a VIP as close to the natural surface as
you can.
You will see a ‘box’ appear
denoting the location of the design point.
Now, as you move the cursor
about the profile window you will see a number of values on the bottom right
being updated.
You will see that there are
values for Chainage, Height, and Grade shown, and you can use these to give you
an indication of where to place the next VIP.
However, remember that this
‘Add’ tool is designed to allow you to quickly ‘eyeball’ a design grading into
the computer and then come back and fine-tune it afterwards.
There are a variety of other
options available on the Design Menu if you wish to place the VIP’s more
precisely, such as ;
In keeping with the
‘preliminary’ nature of our task, we will proceed with the ‘eyeball’ design
method, and place VIP’s somewhere in the vicinity of the following locations

Chainage Height
72 188
220 190
400 191
500 189.7
The screen should appear
similar to that shown.
If you wish, you may
maximize your profile window while you are working with it, but for the
preliminary nature of this design I have simply chosen to eyeball it at the
reduced size – again, I am trying to show you where the tools are and how some
of them work. It is then up to you how you choose to implement them.
Now the change of grade at
the second VIP appears a little severe, even for a ‘dirt road’ so we should
look at adding in a Vertical Curve (VC) at that location.
Again access your Design
Menu by ‘right clicking’ and this time choose VC.
You will be prompted to
‘Select IP to change”. Position your cursor in the box denoting the VIP at
chainage 72 or thereabouts, and select it, and you will see the following
screen appear.

The figures in this screen
are indicative of one idea of the lengths of VC applicable for particular
design speeds and particular changes of grade, and are intended as a guide
only.
Feel free to use whatever
lengths your personal experience and local knowledge dictate.
Try a VC length of 40 in
this case and your screen will appear as shown.
Next add in a 50 metre VC at
VIP near chainage 400.
This completes our preliminary grading (yes it is
very preliminary, but it will give us the general idea of the material we need
to move, and we can easily come back and fine tune it later).
The next step in the ‘design
process’ is to define the design section template (or templates) you wish to
use along the profile.
Make your section window
active by ‘clicking in it’
Then right click in the
section window to bring up the Section
Design Menu as shown
Here we wish to use a
Predefined template, so select that option and then choose a Rural Road
The following screen will
appear.
As you can see, this is
actually ‘half a road’ and in particular the right hand half, and that is what
we refer to as a ‘template’ within Ezicad.
Once you define the
dimensions of this template you can ‘mirror’ it about the centerline if you
wish (and in a rural road you normally do)
Click the ‘left and right
boxes’ to
indicate you will use it on both sides of the road.
Enter a ‘Pave (Pavement)
Width’ of 2 – used each side will get you a 4 metre wide road that your client
desires.
Enter a ‘Pave Grade’ of –4%
We don’t need a shoulder
(though you normally would if it was a real rural road), so leave that at 0.
Likewise leave the drain at
zero for the moment, and fill in Cut and Fill Batters of 50 and 50.
Now click OK to finish and
save.
Now click on the Next or
Previous button in the Section window, and you will see your ‘Designed Road’
start to appear at each section as you go through.
Any material coloured ‘blue’
is fill material – i.e. material that needs to be brought to that location,
while any material coloured yellow is cut material – i.e. material that will be
removed from that location.
If you wish to see these
more clearly you can maximize the section window at any time.
The next step is to obtain
the ‘earthwork quantities’ that are likely to result from our design efforts.
Pull down the Road Menu,
choose Volumes, followed by Design Volumes and soon the following data (or
hopefully numbers of a similar magnitude if you have done your own thing) will
appear in your designated word processor.
This shows that without
taking topsoil stripping into account, you have a slight excess of Fill over
Cut, and you need to move some 1400 cubic metres of material around to produce
the required result.
Since you have no
geotechnical information available at this stage, it is not feasible to predict
bulking and compaction factors, and it may also be necessary to ‘strip’ the
topsoil before you actually construct the road.
If you wish to determine the
amount of material involved if you do strip off 100mm of topsoil before you
commence, you can achieve that very easily.
If you select the “big Green
V’ icon,
you will see the Volume Parameter screen appear.
Tick the ‘Stripping’ box, and then enter an amount of 0.10 in the adjacent
field.
If you now run the volumes
again, you will see that you now have an excess of some 400 cubic metres of
fill required.
Since it will be expensive
to bring in fill, you might now consider a site inspection to determine whether
stripping is necessary, or whether you might be able to compact the existing
material well enough to provide a good enough base, bearing in mind the likely
very low volume of traffic and loads that this ‘road’ will experience.
If you refer back to
Tutorials 13 and 14 you will see the broad basis of all Profile plotting.
The essential difference
here is that you now have a Design Profile to plot as well as the Natural
Profiles covered there.
If you select the Profile
Plot Parameter Icon
you will
get the first screen that allows you to define ranges to plot, scales etc and
you should be familiar with those from earlier Tutorials.
Select the ‘Format’ button
and you will see the following screen.
This allows you to specify what should appear where
on a profile, and what, if any, labels you wish to use.
You will see that the
program has assigned Chainage to ‘Box 1”, Ref to box 2 and DSN to box 3.
If for some reason you
prefer to draw a profile with the Chainage in the top ‘box’ and then put the
other values below that you can achieve that by simply changing what is each
‘box’.
The box numbers stay the
same, starting at the bottom and counting upwards, but you have complete control
over what lives in each particular ‘box’
Likewise you are in control
of what label appears on each box.
If you cast you attention to
the column at the right you will see it is titles ‘Label’.
Position your cursor in the
‘label’ field for Box 1 and type in Chainage.
Now move to box 2 and enter
a label of ‘Existing Ground” and then put “Proposed Road’ in as a label for box
3.
If you wish to play with different fonts and sizes,
feel free to click on the ‘blank button’ immediately to the right of the ‘Box
Contains’ column. You will then have access to the normal Windows font
routines.
Once this is done, make sure
that the Profile Window is active, then Use File>Print Setup to select a
suitable size sheet of paper.
Once that is done, use File
> Print Preview to see what you might get.
The screen below is one
example of what to expect.

You should likewise refer to
tutorials 13 and 14 for the basis of plotting sections.
If you select the Section
Plot Parameter Icon
then the ‘Format’
button you will see the following screen.
Which has defaulted to the ‘normal’ location of the
various elements.
If you have a different
concept of ‘normal’ feel free to change it around to suit.
Here is the first sheet of
sections
