Mnemphos at 20:06, 5 December 2016

2016-12-05T20:06:04Z

Mnemphos at 16:49, 26 October 2016

2016-10-26T16:49:19Z

Mnemphos at 16:49, 26 October 2016

2016-10-26T16:49:09Z

Mnemphos: Created page with "{| class="wikitable" |- | colspan="3" | '''Interlocking Grade''' |- | colspan="3" | =Primary Guidance= All special trackwork should be on a vertical tangent Maximum grades..."

2016-10-26T16:48:34Z

Created page with "{| class="wikitable" |- | colspan="3" | '''Interlocking Grade''' |- | colspan="3" | =Primary Guidance= *All special trackwork should be on a vertical tangent *Maximum grades..."

New page

{| class="wikitable"
|-
| colspan="3" |
'''Interlocking Grade'''

|-
| colspan="3" |
=Primary Guidance=
*All special trackwork should be on a vertical tangent
*Maximum grades are established based on characteristics of each rail mode for typical applications
*Design grades in excess of those stated below, considerations need to be given to safety, maintenance, power, vehicle, and life-cycle cost

|-
| colspan="3" |
=Discussion=

Special interlocking trackwork is more complicated to design, manufacture, and install if the interlocking is within a vertical curve. Therefore, all special trackwork should be on a vertical tangent. Maximum grades are established based on characteristics of each rail mode for typical applications.

==Light Rail==
Track gradients through special trackwork on any type of track section (i.e. ballasted or rigid) should conform to the following:
*Mainline: 2.0% Maximum
*Yard Lead Track: 4.0% Maximum
*Yard Track: 0.5% Maximum
*Shop Track: 0.0% Maximum

==Metro==
Track gradients through special trackwork on any type of track section (i.e. ballasted or rigid) should conform to the following:
*Mainline: 4.0% Maximum
*Yard Lead Track: 4.0% Maximum
*Yard Track: 1.0% Maximum
*Shop Track: 0.0% Maximum

==MARC==
Track gradients through special trackwork should conform to the latest requirements of the Operating Railroad which owns the track (e.g. Amtrak or CSX). Track gradients through special trackwork on portions of track owned by MTA should conform to the latest requirements of the Operating Railroad to which the MTA portion connects.

Grades in excess of those stated above may be approved in circumstances where adhering to the maximum grade results in increases to the construction cost of the project because of factors such as the following:
*excessive grading, impacts to adjacent structures and/or property
*increased length and/or height of retaining walls
*other difficulties in construction

In these circumstances, consideration must be given to the following:
*Safety: grades cannot be increased to the extent of creating unsafe operations for MDOT personnel or the traveling public
*Maintenance: steeper grades can result in conditions such as accelerated wearing of the rail as well as the wheels and brakes on vehicles
*Power: for electrified systems, steeper uphill grades will require more power and the additional power must be within the power capacity of the system to provide
*Vehicles: grades should be governed by vehicle limitations to prevent stalling and wheel-to-rail slip, including when accelerating from a stop while on the grade, in snow and ice weather conditions, and where wet leaves on the rail increase wheel slippage. Grades should also consider vehicle limitations to prevent overheating and excessive wear-and-tear on traction motors
*Life Cycle Costs: estimated construction cost savings associated with steeper grades must be compared to life cycle costs considering future rail and vehicle maintenance

[[Category:Practical Design Guidance]]

=See Also=
*[[Rail: Interlocking|Interlocking]]
*[[Rail: Interlocking Ties|Rail: Interlocking Ties]]
*[[Rail: Interlocking Turnout|Rail: Interlocking Turnout]]
*[[Practical Design Implementation Guidance|Practical Design Implementation Guidance]]

← Older revision		Revision as of 20:06, 5 December 2016
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−	[[Category:Practical Design Guidance]]	+	[[Category:Practical Design]][[Category:Practical Design Guidance]]

	=See Also=		=See Also=

@@ Line 53: / Line 53: @@
 *[[Rail: Interlocking|Interlocking]]
 *[[Rail: Interlocking Ties|Rail: Interlocking Ties]]
-*[[Rail: Interlocking Turnouts|Rail: Interlocking Turnout]]
+*[[Rail: Interlocking Turnouts]]
 *[[Practical Design Implementation Guidance|Practical Design Implementation Guidance]]

Rail: Interlocking Grade - Revision history

Mnemphos at 20:06, 5 December 2016

Mnemphos at 16:49, 26 October 2016

Mnemphos at 16:49, 26 October 2016

Mnemphos: Created page with "{| class="wikitable" |- | colspan="3" | '''Interlocking Grade''' |- | colspan="3" | =Primary Guidance= *All special trackwork should be on a vertical tangent *Maximum grades..."

Mnemphos: Created page with "{| class="wikitable" |- | colspan="3" | '''Interlocking Grade''' |- | colspan="3" | =Primary Guidance= All special trackwork should be on a vertical tangent Maximum grades..."