Edit road parameters

Adding and editing a single road construction parameter.

Parameter

Select a parameter to edit.

Interval, Values

Interval is used to define where the parameter is valid. If no interval is defined, the upper value is valid for the whole road. If the interval is defined, the parameter value changes linearly between the start and end values. You can use mouse in main window to select the interval.

Used

If this setting is off, the parameter is excluded from calculation and is displayed within parenthesis in the list.

Left, Right

To define if the parameter is valid on the left and/or right side of the road.

Option 1, Option 2

Parameter specific special options.

Parameters

The following parameters are available in the current version :

Grade line

GLH Grade line height

GLDS Grade line displacement to the side

GLDD Grade line displacement upwards

Road

RW Road width

RW1 Road width after breakpoint

RC Road crossfall

RC1 Road crossfall after breakpoint

Shoulder

WW Shoulder width

• Optio1 = Nostaa kantavan kerroksen päällysteen tasolle pientareen kohdalla. Normaalisti luodaan erillinen piennartäyttöpinta.

WW1 Shoulder width after breakpoint

WG Shoulder gradient

WG1 Shoulder gradient after breakpoint

Construction surfaces

SFT Surface thickness

BT Base course thickness

SBT Subbase thickness

FT Filtration layer thickness

CG Constructional edge gradient

SG Subbase gradient

Ditches and slopes

IG Inner slope gradient

DD Ditch depth

DDA Ditch depth absolute

DDB Ditch depth in bench

DW Ditch width

OW Outer slope width

OG Outer slope gradient

Topsoil removal

TW Topsoil width

TWA Topsoil width absolute

TT Topsoil thickness

• Negative value forces topsoil removal always on.
  

Ditches and slopes in rock

DWR Ditch width in rock section

OSWR Outer slope width in rock section

OSGR Outer slope gradient in rock section

Dumb rock (old road)

DRG Dumb rock gradient

DRDS Dumb rock displacement to the side

DRDD Dumb rock displacement downwards

Borders

Y Cross section side border

DY Cross section proportional side border

CPOL CPO land

CPOLA CPO land absolute

ROWB R.O.W border

Surface continuation

SCG1 Surface 1 continuation gradient

SCG2 Surface 2 continuation gradient

SCG3 Surface 3 continuation gradient

SCG4 Surface 4 continuation gradient

SCG5 Surface 5 continuation gradient

SCG8 Surface 8 continuation gradient

Construction gradients

CGS1 Construction gradient on surface 1

• Optio1 = hakee reunimmaisen leikkauspisteen, kun ulkoluiskalla noustaan maanpintaan. Normaalisti (oletus) lopettaa, kun on kerran noustu maanpinnalle.
• Optio2 = jos löytää toisen "mäennyppylän" ja tuo Optio1 oli päällä, näiden väliin jäävällä alueelle 11-pinta lasketaan maanpinnan tasolle, jotta ei tule täyttöä.

CGS2 Construction gradient on surface 2

CGS3 Construction gradient on surface 3

CGS4 Construction gradient on surface 4

CGS5 Construction gradient on surface 5

CGS8 Construction gradient on surface 8

Strainer plate

THY Strainer plate horizontal offset

THZ Strainer plate vertical offset

Slope fills

SFS Slope fill to the side

SFIG Slope fill inner gradient

SFDD Slope fill ditch depth

SFDW Slope fill ditch width

SFOG Slope fill outer gradient

Quarries and soil changes

QST Quarry section thickness

QSG Quarry section gradient

QSW Quarry section width

SBT Soil box thickness

SBW Soil box width

SBG Soil box gradient

Cycle path

BSFT Cycle path surface thickness

BBT Cycle path base course thickness

BSBT Cycle path subbase thickness

BFT Cycle path filtration layer thickness

BRW Cycle path road width

BRC Cycle path road crossfall

BESW Cycle path edge stone width

BESH Cycle path edge stone height

Rock terraces

RTB Rock terrace bare

RTW Rock terrace width

RTH Rock terrace height

Trench

TBDS Trench displacement to the side

TBDD Trench displacement downwards

TRW Trench width

TRG Trench edge gradient

TBT Trench bottom thickness

TPD Trench pipe diameter

TFT Trench fill thickness

See also: Road parameters