Transition length is the distance required in transitioning the road from normal to full superelevation. It consists of **Runout Length** and **Runoff Length**.

**Transition Length = Runout Length + Runoff Length**

The customization of Runout length is a feature introduced in our latest MiTS version 2.9 which can be defined as the roadway length that is required in transitioning from normal crown (2.5%) to zero (level) superelevation.

Meanwhile, runoff length is the roadway length that is required in transitioning from zero (level) superelevation to full superelevation. In our software, the runoff length is known as ‘Spiral Length, m (for 2-lane road)’ for the spiral curve.

**How does MiTS compute the Runout and Runoff Length**

In MiTS, computation starts with the runoff length first, then followed by the runout length.

**Runoff Length** #

The computation method of runoff length depends on the horizontal curves designed by users – *either as a spiral curve or a circular curve* – influenced by the spiral length set under the Spread Input.

**Runoff length: Spiral Curve Computation** #

In the case of a **spiral curve**, in which the defined spiral length is set to a value that is not 0, then the runoff length will be calculated based on the **Spiral Calculations Standards** available in the software. The two standards are **(1) Fixed mode** and **(2) Calculate by Max. Relative Gradient mode**.

**Fixed Mode** #

In **Fixed **mode, the user-defined spiral length value needs to be multiplied with the adjustment factors to obtain the runoff length.

(under Project Parameters > Road > Design > Adjustment Factors > Click Edit)

The calculation example;

No. of lanes= 4; Based on the adjustment factors table, n1bw=1.5

**Runoff length**

= defined spiral length x adjustment factors, n1bw

= 29.000 x 1.5

= 43.5

Given, Transition chainage (at level elevation) = CH236.292

**Chainage** (from level to full superelevation)

= 236.292 + 43.5

= 279.792

**Max. Relative Gradient** #

In **Max. Relative Gradient **mode, the runoff value is calculated based on the transition formula [from zero (flat) superelevation to full superelevation]

The equation used in the transition length calculation can be referred as below, or can also be referred in our Appendix provided in MiTS;

w = Road Width

e = Percentage change in superelevation

n1bw = No. of lane Adjustment Factor (refer to the table above)

Δ = Maximum Relative Gradient

The Maximum Relative Gradient depends on the speed of the design. The values can be referred to the table below;

(under Project Parameters > Road > Design > Maximum Relative Gradients > Click Edit)

The calculation example;

Design speed, kph = 30

Maximum Relative Gradient, % = 0.75

Design Radius, m = 30

Road Width, m = 3.6

No. of lanes = 4; n1bw = 1.5

Full Superelevation Rate, % = 6

Cross Slope rate, % = -2.5

Level Superelevation Rate, % = 0

% Runoff length on tangent = 66.667

**Runoff length** (on curve+tangent), based on transition length formula

= (3.6 x |(0-6)/100| x 1.5)/(0.75/100)

= 43.2

Given, transition chainage (at level crown) = CH 236.486

**Chainage** (from level to full superelevation)

= 236.486 + 43.2

= 279.686

**Runoff Length: Circular Curve computation** #

As for a **circular curve**, in which users have defined the spiral length as 0, the software will first calculate the runoff length based on the transition length formula. Then, the parameter ‘**% of Runoff Length on tangent**’ will enter the equation, in which the runoff on tangent is obtained by multiplying runoff length (based on the transition formula) with the parameter.

The calculation example;

Design speed, kph = 30

Maximum Relative Gradient, % = 0.75

Design Radius, m = 30

Road Width, m = 3.6

No. of lanes = 4; n1bw = 1.5

Full Superelevation Rate, % = 6

Cross Slope rate, % = -2.5

Level Superelevation Rate, % = 0

% Runoff length on tangent = 66.667

Length of curve, m = 10.2924

**Runoff length** (on curve+tangent), based on transition length formula

= (3.6 x |(0-6)/100| x 1.5)/(0.75/100)

= 43.2

**Runoff length on tangent**

= (66.667/100)*43.2

= 28.8

Give, transition chainage (at level elevation) = CH135.695

Since Runoff length on curve = 0;

**Chainage** (from Level to Partial Superelevation)

= Transition chainage + (length of curve/2)

= 135.695 + (10.2924/2)

= 140.841

**Runout Length** #

And now, to compute the runout length, the program will depend on the **Run out calculation standards **available that can be selected by users – **(1) ****Autocalculate** and **(2) ****User Defined****. **The difference in the computation between this two modes are;

**AutoCalculate mode** #

In **Autocalculate** mode, the runout length will be calculated based on the transition formula [from normal crown (2.5%) to zero (flat) superelevation]

The calculation example;

Design speed, kph = 30

Maximum Relative Gradient, % = 0.75

Design Radius, m = 30

Road Width, m = 3.6

No. of lanes = 4; n1bw = 1.5

Full Superelevation Rate, % = 6

Cross Slope rate, % = -2.5

Level Superelevation Rate, % = 0

**Runout length**, based on transition formula

= (3.6 x |(-2.5-0)/100| x 1.5) /(0.75/100)

= 18

**Chainage** (from normal to level crown)

= 218.486+ 18

= 236.486

**User Defined mode** #

In **User Defined** mode, the runout length will be based on ‘Table 4.8: Desirable Length of Spiral Curve Transition’ in ATJ 8-86 Pindaan 2015. Do note that users can override the runout length as he or she wishes, though.

**Chainage** (from normal to level)

= 219.292 + 17

= 236.292

To help users understand better on how the computation is being carried out in the software, we provide you with the **spreadsheets** and project file for two sets of combinations – **User Defined, Fixed** & **AutoCalculate****, ****Max. Relative Gradient** – for your reference.