Cross Sections and Reports

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Cross Sections and Reports

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Purpose

To write a section file to enable the drawing of the design cross sections and provide a comprehensive report / 3D schedule file.

 

Operation

Pick the Horizontal Alignment. If a Road name has been assigned with menu item Design, Horizontal, Extract geometry and the previous menu item Strings, Draw has been run then the .vtg and .stg files used appear as defaults in the Road details dialogue – if this is not the case select the vertical geometry file (the Master String now exists) and select the string file. Select output options from the dialogue :-

Settings for typical use

Settings for typical use

Section file

"On" to write cross section file.

 

Draw Polylines

Only required to show section plan locations.

 

Report file    

"On" to write .kdr report file – note that the data is also presented in the text screen.

 

Include Embanks.    

Only needed if drawing as 3D Polylines and plan extents are to include embankments.

 

Layer      

To draw cross section plan locations on.

 

Road Name    

As set by Design, Horizontal, Extract Geometry.

 

Interval      

Enter the interval for the cross sections.

 

Chainage at Start of Polyline    

Defaults to the chainage at start of Horizontal Alignment.    

   

Start / End Chainage    

Set range for cross sections to be calculated over.

 

Include/Exclude Strings...  

Select strings to be included – default is all.

 

Use Embankment

"On" to calculate embankments from each end of every cross section. Click Settings... to confirm that cut and fill gradients are correct – this setting is independent of Ground Modelling, Embankments. You will be prompted to select the model after clicking Start when all parameters have been set.

 

Special Chainages    

Enable cross sections to be located at additional chainages added to the list by hand or previously saved into a .lsc file by menu item Design, Horizontal, Extract geometry.

 

In typical use the main output is the design cross section file. Use menu item Sections, Superimpose, Cross Sections to add these onto existing site cross sections that have probably been created from the site model.

Design cross sections superimposed onto existing

Design cross sections superimposed onto existing

 

The .kdr design report file looks like this :-

CHAINAGE 210.000                BEARING 138°12'46"

point    Easting    Northing    Level    Offset   String Name

 

1      2210.456    2121.602   94.041    -9.994   (Embankment)

2      2206.547    2118.108   92.293    -4.750   LFP

3      2205.055    2116.775   92.243    -2.750   LKerb

4      2205.055    2116.775   92.118    -2.750   LChan

5      2203.005    2114.943   92.187     0.000   Centre

6      2200.954    2113.110   92.118     2.750   RChan

7      2200.954    2113.110   92.243     2.750   RKerb

8      2199.463    2111.778   92.293     4.750   RFP

9      2191.389    2104.562   88.684    15.579   (Embankment)

 

 

CHAINAGE 220.000                BEARING 134°27'21"

point    Easting    Northing    Level    Offset   String Name

 

1      2214.172    2112.056   92.393    -6.087   (Embankment)

2      2213.235    2111.101   91.947    -4.750   LFP

3      2211.834    2109.673   91.897    -2.750   LKerb

4      2211.834    2109.673   91.772    -2.750   LChan

5      2209.908    2107.710   91.841     0.000   Centre

6      2207.982    2105.747   91.772     2.750   RChan

7      2207.982    2105.747   91.897     2.750   RKerb

8      2206.581    2104.320   91.947     4.750   RFP

9      2200.858    2098.487   89.223    12.922   (Embankment)