Civil 3D

Civil 3D cross sections: create sample lines, batch-build section views and read cut and fill

How to make Civil 3D cross sections: place sample lines by station, batch-create section views, fix the elevation range and read cut and fill sections.

  • Civil 3D course instructor – Institute of Information Technology in Civil Engineering
  • 10 min read
A cut cross section at station 0+340 in Civil 3D: ground rising to the right, a two-lane pavement in the middle, ditches on both sides and a cut slope climbing the hillside Photo: Institute of Information Technology in Civil Engineering

The profile shows how the road rises and falls along its length. To see how it sits on the ground at each point you have to cut across it: where the pavement is relative to the ground, how long the slopes are, whether it is in cut or fill. That is a cross section, and a road package holds dozens to hundreds of them.

This article builds Civil 3D cross sections from an existing corridor. It covers three jobs: placing sample lines at stations, batch-creating section views, and reading cut and fill sections. The alignment and corridor come from Civil 3D corridor.

Cross sections and sample lines

A cross section is a vertical cut perpendicular to the centerline at one station. The horizontal axis is offset left and right of the centerline, the vertical axis is elevation. It shows the existing ground and the design section: pavement, shoulders, ditches, slopes.

In Civil 3D the cut position is a sample line: a line across the alignment with a station and a swath width each side. Each sample line samples every source you choose: existing surface, corridor, design surfaces. The results are sections, drawn inside section views.

ObjectWhat it isHere
Sample Line GroupAll sample lines of one alignmentCAT NGANG TUYEN CHINH
Sample LineOne cut position31 stations from 0+000 to 0+461
SectionOne source's cut at one stationGround and corridor
Section ViewThe gridded frame showing sections31 views

Sample lines are also the basis for cut and fill volumes by the average end area method. This is practised in full in the Institute's online Civil 3D course.

Step 1: Create the sample line group

On the Home tab, Profile & Section Views panel, click Sample Lines, or type CREATESAMPLELINES. The command asks for an alignment. Press Enter to pick from a list, choose TUYEN CHINH and click OK. The Create Sample Line Group dialog opens.

Create Sample Line Group: group name, display style and the data sources to sample Photo: Institute of Information Technology in Civil Engineering
No.ItemMeaning
1NameGroup name, e.g. CAT NGANG TUYEN CHINH
2Sample line styleHow sample lines look on the plan
3Select data sources to sampleSources to cut: surface DIA HINH TU NHIEN and the corridor, both ticked, Dynamic update
4OKCreate the group and open Sample Line Tools

Check the source list: if the corridor is missing, sections will show only the ground. Build the corridor first, or add it later with Sample More Sources.

Step 2: Place sample lines by station range

Sample Line Tools: the active group and the placement methods Photo: Institute of Information Technology in Civil Engineering
No.ItemMeaning
1Sample line groupThe group receiving new sample lines
2Creation methodClick the arrow to choose how to place them
Placement methods: by station range, at a station, from corridor stations, by picking points, or from polylines Photo: Institute of Information Technology in Civil Engineering

Choose By range of stations... to place them at a regular interval.

Swath widths, station interval and additional stations Photo: Institute of Information Technology in Civil Engineering
No.PropertyMeaning
1Left Swath WidthCut width left of the centerline, set to 25 m
2Right Swath WidthCut width right, set to 25 m
3Increment Along Tangents, Curves, SpiralsA 20 m station interval
4At Range Start, At Range End, At Horizontal Geometry PointsSet to True to add the start, the end, and the PC and PT stations

The swath width must cover the whole slope. At the deepest cut of the sample route the slope reaches about 16 m from the centerline, so 20 m is tight and 25 m is safe.

Click OK and press Enter to finish.

31 sample lines on the plan, each labelled with its station Photo: Institute of Information Technology in Civil Engineering
No.AreaWhat it shows
1Start of routeEven stations 20 m apart, labelled 0+000, 0+020...
2End of routeThe end station 0+461.01, added by At Range End

The sample route gets 31 sample lines: 24 even stations, the start, the end, and the PC, PT and mid-curve stations of the two curves.

Step 3: Batch-create section views

On the Home tab, Profile & Section Views panel, click the arrow next to Section Views and choose Create Multiple Views.

Create Multiple Views builds views for every sample line at once Photo: Institute of Information Technology in Civil Engineering
No.ItemMeaning
1Section Views buttonOpens the menu
2Create Multiple ViewsBuilds views for the whole group

The Create Multiple Section Views wizard has seven pages. The one to check is Section Placement.

Section Placement: Production places views on sheets, Draft places a grid in model space Photo: Institute of Information Technology in Civil Engineering
No.ItemMeaning
1Section PlacementThe placement page
2DraftA grid in model space, handy for checking. Production places views straight onto sheet frames from a template, for drawings
3Create Section ViewsBuild the views, then pick an empty point for the grid corner

Civil 3D builds 31 views, each titled with its station.

Step 4: Fix the elevation range

Open one of the views. If it has a grid and axes but no ground line, its elevation range does not contain the section.

A section view spanning 0 to 16 m while the ground at that station is near 30 m, so the section falls outside Photo: Institute of Information Technology in Civil Engineering

On the sample route the ground is at 19–33 m, but the batch-created views took a range around 0 m, so every section fell outside its view. To check, select the view and click Section View Properties on the contextual tab.

Section View Properties on the contextual tab of a selected section view Photo: Institute of Information Technology in Civil Engineering

The Sections tab shows whether the sections hold data.

Sections tab: both sections at 0+340 hold data, lowest elevations 28.97 m and 29.58 m Photo: Institute of Information Technology in Civil Engineering
No.ItemMeaning
1Two section rowsGround DIA HINH TU NHIEN and corridor. Draw ticked means drawn. The last column gives each section's lowest elevation

The sections hold data, so the fault is the elevation range. On the Elevations tab choose User specified and enter a minimum and maximum that contain the section.

Elevations tab: a 26 to 40 m range for the 0+340 view Photo: Institute of Information Technology in Civil Engineering
No.ItemMeaning
1Elevations tabThe view's elevation range
2User specifiedMinimum 26 m, maximum 40 m: the lowest elevation from the Sections tab minus 3 m, the highest plus 3 m

Click OK and the section appears.

Step 5: Read cut and fill sections

Station 0+340, in cut: the pavement sits below the existing ground Photo: Institute of Information Technology in Civil Engineering

At station 0+340 the design is about 2.5 m below ground, so the road is in cut:

  • The white line is existing ground, rising left to right because the station is on a hillside.
  • The heavy white line in the middle is the two-lane pavement, 3.6 m per lane at 2% each way.
  • The blue lines on each side are the ditches, then the cut slopes climbing to meet the ground.
  • The right slope is much longer than the left, because the ground is higher on that side.
Station 0+160, in fill: the pavement sits above the existing ground Photo: Institute of Information Technology in Civil Engineering

At station 0+160 the design is about 1.5 m above ground, so the road is on fill. The pavement sits on a trapezoidal embankment whose slopes run down to the ground. There is no ditch, because the side-slope subassembly chooses cut or fill at each station from the ground.

The cut and fill areas on each section, multiplied by the distance between stations, give the earthwork volume of that stretch.

Common problems with Civil 3D cross sections

Empty section views. The view's elevation range misses the section, as in step 4. Check the Sections tab first: if there is data, fix the Elevations tab; if not, check the group's sampled sources.

Only ground, no pavement. The corridor is not a sampled source. Select a sample line, click Sample More Sources and add the corridor.

Slopes cut off at the view edge. The swath width is shorter than the slope. Increase the Left and Right Swath Width.

No stations at curve start and end. At Horizontal Geometry Points was not enabled. Add them with the At a Station method, or delete the group and recreate it.

Corridor edits do not show. The section Update Mode is Static. Set it to Dynamic in Sample Line Group Properties, Sections tab.

Frequently asked questions

What station interval is enough?

Road packages usually use 20 m or 25 m even stations plus special stations at curve points and sudden terrain changes. Closer stations give more accurate volumes.

How does a Section View differ from a Section?

A section is one source's cut line at one station. A section view is the frame with grid, axes and bands in which those sections are drawn.

How do I turn cross sections into sheets?

Choose Production on the Section Placement page with a sheet template. Civil 3D places the views onto sheet frames, and Plan Production creates the layouts.

Can I label offsets and elevations on each section?

Yes. Section view styles and band sets add offset and elevation labels at grade breaks, and a band under the view can list ground and design elevations at fixed offsets. Set them once in the band set and every view in the group picks them up.

Why do some sections show a ditch and others not?

The side-slope subassembly checks the ground at every station. Where the design is below ground it builds the cut branch with a ditch; where it is above ground it builds a fill slope without one. The choice is made again whenever the corridor rebuilds.

What comes after cross sections?

Compute cut and fill per station with Compute Materials on the sample line's contextual tab, then export the volume table.

Cross sections are the fifth link, after contour lines, Civil 3D alignment design, Civil 3D profiles and Civil 3D corridor. Autodesk's overview is in About Sample Lines.

Cross sections with superelevation, junctions and station-by-station quantity tables are session 5 of the Institute's online Civil 3D course.

About the author

Civil 3D course instructor – Institute of Information Technology in Civil Engineering — A transport infrastructure engineer building and coordinating models on road projects, teaching the Civil 3D course at the Institute