Design standards
The national/regional rule set that drives minimum radius, sight distance, vertical-curve K-values and superelevation.
Choosing a standard
Tools › Design Standard selects the standard and the design speed. The choice is saved with the project and feeds the live Design Issues audit, the superelevation runoff, and the design-criteria calculations.
| Code | Standard | Region |
|---|---|---|
| AASHTO | AASHTO Green Book | United States |
| RAL | RAL / RAA | Germany |
| VSS | VSS SN 640 series | Switzerland |
| KGM | KGM Karayolu Tasarım El Kitabı | Türkiye |
What differs between standards
The published, commonly-cited primitive values per standard:
| Parameter | AASHTO | RAL | VSS | KGM |
|---|---|---|---|---|
| Max superelevation emax | 8% | 6% | 7% | 8% |
| Normal cross slope | 2.0% | 2.5% | 2.5% | 2.0% |
| Perception/reaction time | 2.5 s | 2.0 s | 2.0 s | 2.5 s |
| Design deceleration | 3.4 m/s² | 3.7 m/s² | 3.5 m/s² | 3.4 m/s² |
| Driver eye height | 1.08 m | 1.00 m | 1.00 m | 1.08 m |
| Object height (crest) | 0.60 m | 0.00 m | 0.15 m | 0.60 m |
| Headlight height (sag) | 0.60 m | 0.65 m | 0.65 m | 0.60 m |
What the standard drives
| Criterion | Used for |
|---|---|
| Minimum radius Rmin | Flags curves that are too tight for the speed. |
| Stopping sight distance (SSD) | Input to the vertical-curve K-values. |
| Crest / sag K-value | Flags vertical curves that are too short. |
| emax + relative gradient | Superelevation magnitude and runoff length. |
All of these formulas, with variables and code locations, are in the Formula reference.
Standard data files
At startup the program loads every standards/*.xml file
beside the executable. Each file holds the extracted, cited
tables of one standard edition — scalar limits, speed–radius
tables (superelevation, transition length, widening), vertical K tables
and rule checks, every entry carrying its source (norm number + page).
A loaded file overrides the built-in constants for its
standard everywhere: the audit, superelevation design and the rail cant
tool all pick it up automatically.
The shipped catalogue starts with the Swiss VSS base file
(vss-2020.ch.xml — the SN 640 080b
VP-from-radius table and the 40 100a horizontal-layout
limits) and grows with each extraction phase. You can also drop in your
own files — including Civil 3D roadway design criteria XML,
which the program can import — to run projects against an office
or national standard the program does not ship.
Road class
The Design Standard dialog also sets the project road class (HLS/motorway, outside built-up, inside built-up). Standards that tabulate values per class — such as the Swiss VSS superelevation tables — use it to pick the governing table; the audit and superelevation design follow automatically. Leave it unset to fall back to the generic model.
The Standards Manager
Tools ▸ Standards Manager opens the editor over the loaded standard files: every parameter, curve, rate table and rule check in plain tables, each value beside its citation (norm + table/page). Save & Apply writes the standard back to the program's standards folder and re-registers it, so the audit and the design tools pick the change up immediately. Shipped files are refreshed by program updates — use Copy to Edit to keep office changes under a new id. Import C3D reads an Autodesk Civil 3D roadway design criteria XML directly.
The Design Issues audit
The Design Issues dock continuously checks every alignment against the active standard and speed and lists violations (substandard radius, short crest/sag curve, grade break with no curve, missing curve widening — and, when a standard data file is loaded, its own cited rules such as over-long tangents, short arcs and out-of-range clothoid parameters, each hit labelled with the norm and table it comes from). Double-click an issue to jump to its station; markers also appear on the Plan and Profile.
It also checks every intersection. A junction is a single physical point, so all of its legs must arrive there at the same design elevation. When two legs' profiles disagree the model does not fail — the curb returns follow the higher crown, the pavement warps between the two levels and the corridor hand-over leaves a step — so the intersection looks built but is wrong. Any gap over 5 mm is listed as Junction level. Fix it by tying the secondary road's profile to the crossing (see Create Intersection).
Rail checks: ramps and platforms
Two Swiss rail rules run automatically when the standard data carries
them. Set an alignment's Category (Properties dock) to
Ramp and the audit checks the SBB station-ramp gradient
classes — the worst grade in any 3 m window and the mean over
the full length, with the class chosen from the ramp's rise and the
Ramp fully covered flag. On a Rail alignment, enter
Platforms as start-end[m][s]; ...
(m = metre gauge, s = system-relevant
line) and the audit checks the cant over each platform's whole extent
against the BehiG ceilings (40 / 75 / 60 mm) — catching the
transition-curve overshoot at platform ends.