Network Working Group                                          D. Awduche
Request for Comments: 2702                                     J. Malcolm
Category: Informational                                        J. Agogbua
                                                               M. O'Dell
                                                              J. McManus
                                                    UUNET (MCI Worldcom)
                                                          September 1999


            Requirements for Traffic Engineering Over MPLS

Status of this Memo

  This memo provides information for the Internet community.  It does
  not specify an Internet standard of any kind.  Distribution of this
  memo is unlimited.

Copyright Notice

  Copyright (C) The Internet Society (1999).  All Rights Reserved.

Abstract

  This document presents a set of requirements for Traffic Engineering
  over Multiprotocol Label Switching (MPLS). It identifies the
  functional capabilities required to implement policies that
  facilitate efficient and reliable network operations in an MPLS
  domain. These capabilities can be used to optimize the utilization of
  network resources and to enhance traffic oriented performance
  characteristics.

Table of Contents

  1.0   Introduction .............................................  2
  1.1   Terminology ..............................................  3
  1.2   Document Organization ....................................  3
  2.0   Traffic Engineering ......................................  4
  2.1   Traffic Engineering Performance Objectives ...............  4
  2.2   Traffic and Resource Control .............................  6
  2.3   Limitations of Current IGP Control Mechanisms ............  6
  3.0   MPLS and Traffic Engineering .............................  7
  3.1   Induced MPLS Graph .......................................  9
  3.2   The Fundamental Problem of Traffic Engineering Over MPLS .  9
  4.0   Augmented Capabilities for Traffic Engineering Over MPLS . 10
  5.0   Traffic Trunk Attributes and Characteristics   ........... 10
  5.1   Bidirectional Traffic Trunks ............................. 11
  5.2   Basic Operations on Traffic Trunks ....................... 12
  5.3   Accounting and Performance Monitoring .................... 12



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  5.4   Basic Attributes of Traffic Trunks ....................... 13
  5.5   Traffic Parameter Attributes  ............................ 14
  5.6   Generic Path Selection and Management Attributes ......... 14
  5.6.1 Administratively Specified Explicit Paths ................ 15
  5.6.2 Hierarchy of Preference Rules for Multi-paths ............ 15
  5.6.3 Resource Class Affinity Attributes ....................... 16
  5.6.4 Adaptivity Attribute ..................................... 17
  5.6.5 Load Distribution Across Parallel Traffic Trunks ......... 18
  5.7   Priority Attribute ....................................... 18
  5.8   Preemption Attribute ..................................... 18
  5.9   Resilience Attribute ..................................... 19
  5.10  Policing Attribute  ...................................... 20
  6.0   Resource Attributes ...................................... 21
  6.1   Maximum Allocation Multiplier ............................ 21
  6.2   Resource Class Attribute  ................................ 22
  7.0   Constraint-Based Routing  ................................ 22
  7.1   Basic Features of Constraint-Based Routing ............... 23
  7.2   Implementation Considerations ............................ 24
  8.0   Conclusion   ............................................. 25
  9.0   Security Considerations .................................. 26
  10.0  References   ............................................. 26
  11.0  Acknowledgments .......................................... 27
  12.0  Authors' Addresses ....................................... 28
  13.0  Full Copyright Statement ................................. 29

1.0 Introduction

  Multiprotocol Label Switching (MPLS) [1,2] integrates a label
  swapping framework with network layer routing. The basic idea
  involves assigning short fixed length labels to  packets at the
  ingress to an MPLS cloud (based on the concept of forwarding
  equivalence classes [1,2]). Throughout the interior of the MPLS
  domain, the labels attached to packets are used to make forwarding
  decisions  (usually without recourse to the original packet headers).

  A set of powerful constructs to address many critical issues in the
  emerging differentiated services Internet can be devised from this
  relatively simple paradigm.  One of the most significant initial
  applications of MPLS will be in Traffic Engineering. The importance
  of this application is already well-recognized (see [1,2,3]).

  This manuscript is exclusively focused on the Traffic Engineering
  applications of MPLS. Specifically, the goal of this document is to
  highlight the issues and requirements for Traffic Engineering in a
  large Internet backbone. The expectation is that the MPLS
  specifications, or implementations derived therefrom, will address





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  the realization of these objectives.  A description of the basic
  capabilities and functionality required of an MPLS implementation to
  accommodate the requirements is also presented.

  It should be noted that even though the focus is on Internet
  backbones, the capabilities described in this document are equally
  applicable to Traffic Engineering in enterprise networks. In general,
  the capabilities can  be applied to any label switched network under
  a single technical administration in which at least two paths exist
  between two nodes.

  Some recent manuscripts have focused on the considerations pertaining
  to Traffic Engineering and Traffic management under MPLS, most
  notably the works of Li and Rekhter [3], and others.  In [3], an
  architecture is proposed which employs MPLS and RSVP to provide
  scalable differentiated services and Traffic Engineering in the
  Internet.  The present manuscript complements the aforementioned and
  similar efforts.  It reflects the authors' operational experience in
  managing a large Internet backbone.

1.1 Terminology

  The reader is assumed to be familiar with the MPLS terminology as
  defined in [1].

  The key words "MUST", "MUST NOT", "REQUIRED", "SHALL", "SHALL NOT",
  "SHOULD", "SHOULD NOT", "RECOMMENDED", "MAY", and "OPTIONAL" in this
  document are to be interpreted as described in RFC 2119 [11].

1.2 Document Organization

  The remainder of this document is organized as follows: Section 2
  discusses the basic functions of Traffic Engineering in the Internet.
  Section 3, provides an overview of the traffic Engineering potentials
  of MPLS. Sections 1 to 3 are essentially background material. Section
  4 presents an overview of the fundamental requirements for Traffic
  Engineering over MPLS. Section 5 describes the desirable attributes
  and characteristics of traffic trunks which are pertinent to Traffic
  Engineering. Section 6 presents a set of attributes which can be
  associated with resources to constrain the routability of traffic
  trunks and LSPs through them. Section 7 advocates the introduction of
  a "constraint-based routing" framework in MPLS domains.  Finally,
  Section 8 contains concluding remarks.








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2.0 Traffic Engineering

  This section describes the basic functions of Traffic Engineering in
  an Autonomous System in the contemporary Internet. The limitations of
  current IGPs with respect to traffic and resource control are
  highlighted. This section serves as motivation for the requirements
  on MPLS.

  Traffic Engineering (TE) is concerned with performance optimization
  of operational networks. In general, it encompasses the application
  of technology and scientific principles to the measurement, modeling,
  characterization, and control of Internet traffic, and the
  application of such knowledge and techniques to achieve specific
  performance objectives. The aspects of Traffic Engineering that are
  of interest concerning MPLS are measurement and control.

  A major goal of Internet Traffic Engineering is to facilitate
  efficient and reliable network operations while simultaneously
  optimizing network resource utilization and traffic performance.
  Traffic Engineering has become an indispensable function in many
  large Autonomous Systems because of the high cost of network assets
  and the commercial and competitive nature of the Internet. These
  factors emphasize the need for maximal operational efficiency.

2.1 Traffic Engineering Performance Objectives

  The key performance objectives associated with traffic engineering
  can be classified as being either:

   1. traffic oriented or

   2. resource oriented.

  Traffic oriented performance objectives include the aspects that
  enhance the QoS of traffic streams. In a single class, best effort
  Internet service model, the key traffic oriented performance
  objectives include: minimization of packet loss, minimization of
  delay, maximization of throughput, and enforcement of service level
  agreements. Under a single class best effort Internet service model,
  minimization of packet loss is one of the most important traffic
  oriented performance objectives. Statistically bounded traffic
  oriented performance objectives (such as peak to peak packet delay
  variation, loss ratio, and maximum packet transfer delay) might
  become useful in the forthcoming differentiated services Internet.

  Resource oriented performance objectives include the aspects
  pertaining to the optimization of resource utilization. Efficient
  management of network resources is the vehicle for the attainment of



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  resource oriented performance objectives. In particular, it is
  generally desirable to ensure that subsets of network resources do
  not become over utilized and congested while other subsets along
  alternate feasible paths remain underutilized. Bandwidth is a crucial
  resource in contemporary networks.  Therefore, a central function of
  Traffic Engineering is to efficiently manage bandwidth resources.

  Minimizing congestion is a primary traffic and resource oriented
  performance objective.  The interest here is on congestion problems
  that are prolonged rather than on transient congestion resulting from
  instantaneous bursts.  Congestion typically manifests under two
  scenarios:

  1. When network resources are insufficient or inadequate to
     accommodate offered load.

  2. When traffic streams are inefficiently mapped onto available
     resources; causing subsets of network resources to become
     over-utilized while others remain underutilized.

  The first type of congestion problem can be addressed by either: (i)
  expansion of capacity, or (ii) application of classical congestion
  control techniques, or (iii) both. Classical congestion control
  techniques attempt to regulate the demand so that the traffic fits
  onto available resources. Classical techniques for congestion control
  include: rate limiting, window flow control, router queue management,
  schedule-based control, and others; (see [8] and the references
  therein).

  The second type of congestion problems, namely those resulting from
  inefficient resource allocation, can usually be addressed through
  Traffic Engineering.

  In general, congestion resulting from inefficient resource allocation
  can be reduced by adopting load balancing policies. The objective of
  such strategies is to minimize maximum congestion or alternatively to
  minimize maximum resource utilization, through efficient resource
  allocation. When congestion is minimized through efficient resource
  allocation, packet loss decreases, transit delay decreases, and
  aggregate throughput increases. Thereby, the perception of network
  service quality experienced by end users becomes significantly
  enhanced.

  Clearly, load balancing is an important network performance
  optimization policy. Nevertheless, the capabilities provided for
  Traffic Engineering should be flexible enough so that network
  administrators can implement other policies which take into account
  the prevailing cost structure and the utility or revenue model.



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2.2 Traffic and Resource Control

  Performance optimization of operational networks is fundamentally a
  control problem. In the traffic engineering process model, the
  Traffic Engineer, or a suitable automaton, acts as the controller in
  an adaptive feedback control system. This system includes a set of
  interconnected network elements, a network performance monitoring
  system, and a set of network configuration management tools. The
  Traffic Engineer formulates a control policy, observes the state of
  the network through the monitoring system, characterizes the traffic,
  and applies control actions to drive the network to a desired state,
  in accordance with the control policy.  This can be accomplished
  reactively by taking action in response to the current state of the
  network, or pro-actively by using forecasting techniques to
  anticipate future trends and applying action to obviate the predicted
  undesirable future states.

  Ideally, control actions should involve:

  1. Modification of traffic management parameters,

  2. Modification of parameters associated with routing, and

  3. Modification of attributes and constraints associated with
     resources.

  The level of manual intervention involved in the traffic engineering
  process should be minimized whenever possible.  This can be
  accomplished by automating aspects of the control actions described
  above, in a distributed and scalable fashion.

2.3 Limitations of Current IGP Control Mechanisms

  This subsection reviews some of the well known limitations of current
  IGPs with regard to Traffic Engineering.

  The control capabilities offered by existing Internet interior
  gateway protocols are not adequate for Traffic Engineering.  This
  makes it difficult to actualize effective policies to address network
  performance problems.  Indeed, IGPs based on shortest path algorithms
  contribute significantly to congestion problems in Autonomous Systems
  within the Internet. SPF algorithms generally optimize based on a
  simple additive metric. These protocols are topology driven, so
  bandwidth availability and traffic characteristics are not factors
  considered in routing decisions. Consequently, congestion frequently
  occurs when:





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  1. the shortest paths of multiple traffic streams converge on
     specific links or router interfaces, or

  2. a given traffic stream is routed through a link or router
     interface which does not have enough bandwidth to accommodate
     it.

  These scenarios manifest even when feasible alternate paths with
  excess capacity exist. It is this aspect of congestion problems (-- a
  symptom of suboptimal resource allocation) that Traffic Engineering
  aims to vigorously obviate.  Equal cost path load sharing can be used
  to address the second cause for congestion listed above with some
  degree of success, however it is generally not helpful in alleviating
  congestion due to the first cause listed above and particularly not
  in large networks with dense topology.

  A popular approach to circumvent the inadequacies of current IGPs is
  through the use of an overlay model, such as IP over ATM or IP over
  frame relay. The overlay model extends the design space by enabling
  arbitrary virtual topologies to be provisioned atop the network's
  physical topology. The virtual topology is constructed from virtual
  circuits which appear as physical links to the IGP routing protocols.
  The overlay model provides additional important services to support
  traffic and resource control, including: (1) constraint-based routing
  at the VC level, (2) support for administratively configurable
  explicit VC paths, (3) path compression, (4) call admission control
  functions, (5) traffic shaping and traffic policing functions, and
  (6) survivability of VCs. These capabilities enable the actualization
  of a variety of Traffic Engineering policies. For example, virtual
  circuits can easily be rerouted to move traffic from over-utilized
  resources onto relatively underutilized ones.

  For Traffic Engineering in large dense networks, it is desirable to
  equip MPLS with a level of functionality at least commensurate with
  current overlay models. Fortunately, this can be done in a fairly
  straight forward manner.

3.0  MPLS and Traffic Engineering

  This section provides an overview of the applicability of MPLS to
  Traffic Engineering. Subsequent sections discuss the set of
  capabilities required to meet the Traffic Engineering requirements.

  MPLS is strategically significant for Traffic Engineering because it
  can potentially provide most of the functionality available from the
  overlay model, in an integrated manner, and at a lower cost than the
  currently competing alternatives. Equally importantly, MPLS offers




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  the possibility to automate aspects of the Traffic Engineering
  function. This last consideration requires further investigation and
  is beyond the scope of this manuscript.

  A note on terminology: The concept of MPLS traffic trunks is used
  extensively in the remainder of this document. According to Li and
  Rekhter [3], a traffic trunk is an aggregation of traffic flows of
  the same class which are placed inside a Label Switched Path.
  Essentially, a traffic trunk is an abstract representation of traffic
  to which specific characteristics can be associated. It is useful to
  view traffic trunks as objects that can be routed; that is, the path
  through which a traffic trunk traverses can be changed. In this
  respect, traffic trunks are similar to virtual circuits in ATM and
  Frame Relay networks.  It is important, however, to emphasize that
  there is a fundamental distinction between a traffic trunk and the
  path, and indeed the LSP, through which it traverses. An LSP is a
  specification of the label switched path through which the traffic
  traverses. In practice, the terms LSP and traffic trunk are often
  used synonymously. Additional characteristics of traffic trunks as
  used in this manuscript are summarized in section 5.0.

  The attractiveness of  MPLS for Traffic Engineering can be attributed
  to the following factors: (1) explicit label switched paths which are
  not constrained by the destination based forwarding paradigm can be
  easily created through manual administrative action or through
  automated action by the underlying protocols, (2) LSPs can
  potentially be efficiently maintained, (3) traffic trunks can be
  instantiated and mapped onto LSPs, (4) a set of attributes can be
  associated with traffic trunks which modulate their behavioral
  characteristics, (5) a set of attributes can be associated with
  resources which constrain the placement of LSPs and traffic trunks
  across them, (6) MPLS allows for both traffic aggregation and
  disaggregation whereas classical destination only based IP forwarding
  permits only aggregation, (7) it is relatively easy to integrate a
  "constraint-based routing" framework with MPLS, (8) a good
  implementation of MPLS can offer significantly lower overhead than
  competing alternatives for Traffic Engineering.

  Additionally, through explicit label switched paths, MPLS permits a
  quasi circuit switching capability to be superimposed on the current
  Internet routing model.  Many of the existing proposals for Traffic
  Engineering over MPLS focus only on the potential to create explicit
  LSPs. Although this capability is fundamental for Traffic
  Engineering, it is not really sufficient.  Additional augmentations
  are required to foster the actualization of policies leading to
  performance optimization of large operational networks. Some of the
  necessary augmentations are described in this manuscript.




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3.1 Induced MPLS Graph

  This subsection introduces the concept of an "induced MPLS graph"
  which is central to Traffic Engineering in MPLS domains. An induced
  MPLS graph is analogous to a virtual topology in an overlay model. It
  is logically mapped onto the physical network through the selection
  of LSPs for traffic trunks.

  An induced MPLS graph consists of a set of LSRs which comprise the
  nodes of the graph and a set of LSPs which provide logical point to
  point connectivity between the LSRs, and hence serve as the links of
  the induced graph. it may be possible to construct hierarchical
  induced MPLS graphs based on the concept of label stacks (see [1]).

  Induced MPLS graphs are important because the basic problem of
  bandwidth management in an MPLS domain is the issue of how to
  efficiently map an induced MPLS graph onto the physical network
  topology.  The induced MPLS graph abstraction is formalized below.

  Let G = (V, E, c) be a capacitated graph depicting the physical
  topology of the network. Here, V is the set of nodes in the network
  and E is the set of links; that is, for v and w in V, the object
  (v,w) is in E if v and w are directly connected under G. The
  parameter "c" is a set of capacity and other constraints associated
  with E and V. We will refer to G as the "base" network topology.

  Let H = (U, F, d) be  the induced MPLS graph, where U is a subset of
  V representing the set of LSRs in the network, or more precisely the
  set of LSRs that are the endpoints of at least one LSP. Here, F is
  the set of LSPs, so that for x and y in U, the object (x, y) is in F
  if there is an LSP with x and y as endpoints. The parameter "d" is
  the set of demands and restrictions associated with F. Evidently, H
  is a directed graph. It can be seen that H depends on the
  transitivity characteristics of G.

3.2 The Fundamental Problem of Traffic Engineering Over MPLS

  There are basically three fundamental problems that relate to Traffic
  Engineering over MPLS.

  - The first problem concerns how to map packets onto forwarding
    equivalence classes.

  - The second problem concerns how to map forwarding equivalence
    classes onto traffic trunks.

  - The third problem concerns how to map traffic trunks onto the
    physical network topology through label switched paths.



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  This document is not focusing on the first two problems listed.
  (even-though they are quite important). Instead, the remainder of
  this manuscript will focus on the capabilities that permit the third
  mapping function to be performed in a manner resulting in efficient
  and reliable network operations. This is really the problem of
  mapping an induced MPLS graph (H) onto the "base" network topology
  (G).

4.0 Augmented  Capabilities for Traffic Engineering Over MPLS

  The previous sections reviewed the basic functions of Traffic
  Engineering in the contemporary Internet. The applicability of MPLS
  to that activity was also discussed. The remaining sections of this
  manuscript describe the functional capabilities required to fully
  support Traffic Engineering over MPLS in large networks.

  The proposed capabilities consist of:

  1. A set of attributes associated with traffic trunks which
     collectively specify their behavioral characteristics.

  2. A set of attributes associated with resources which constrain
     the placement of traffic trunks through them. These can also be
     viewed as topology attribute constraints.

  3. A "constraint-based routing" framework which is used to select
     paths for traffic trunks subject to constraints imposed by items
     1) and 2) above. The constraint-based routing framework does not
     have to be part of MPLS. However, the two need to be tightly
     integrated together.

  The attributes associated with traffic trunks and resources, as well
  as parameters associated with routing, collectively represent the
  control variables which can be modified either through administrative
  action or through automated agents to drive the network to a desired
  state.

  In an operational network, it is highly desirable that these
  attributes can be dynamically modified online by an operator without
  adversely disrupting network operations.

5.0 Traffic Trunk Attributes and Characteristics

  This section describes the desirable attributes which can be
  associated with traffic trunks to influence their behavioral
  characteristics.





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  First, the basic properties of traffic trunks (as used in this
  manuscript) are summarized below:

   - A traffic trunk is an *aggregate* of traffic flows belonging
     to the same class. In some contexts, it may be desirable to
     relax this definition and allow traffic trunks to include
     multi-class traffic aggregates.

   - In a single class service model, such as the current Internet,
     a traffic trunk could encapsulate all of the traffic between an
     ingress LSR and an egress LSR, or subsets thereof.

   - Traffic trunks are routable objects (similar to ATM VCs).

   - A traffic trunk is distinct from the LSP through which it
     traverses. In operational contexts, a traffic trunk can be
     moved from one path onto another.

   - A traffic trunk is unidirectional.

  In practice, a traffic trunk can be characterized by its ingress and
  egress LSRs, the forwarding equivalence class which is mapped onto
  it, and a set of attributes which determine its behavioral
  characteristics.

  Two basic issues are of particular significance: (1) parameterization
  of traffic trunks and (2) path placement and maintenance rules for
  traffic trunks.

5.1 Bidirectional Traffic Trunks

  Although traffic trunks are conceptually unidirectional, in many
  practical contexts, it is useful to  simultaneously instantiate two
  traffic trunks with the same endpoints, but which carry packets in
  opposite directions. The two traffic trunks are logically coupled
  together.  One trunk, called the forward trunk, carries traffic from
  an originating node to a destination node. The other trunk, called
  the backward trunk, carries traffic from the destination node to the
  originating node. We refer to the amalgamation of two such traffic
  trunks as one bidirectional traffic trunk (BTT) if the following two
  conditions hold:

  - Both traffic trunks are instantiated through an atomic action at
    one LSR, called the originator node, or through an atomic action
    at a network management station.

  - Neither of the composite traffic trunks can exist without the
    other. That is, both are instantiated and destroyed together.



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  The topological properties of BTTs should also be considered. A BTT
  can be topologically symmetric or topologically asymmetric.  A BTT is
  said to be "topologically symmetric" if its constituent traffic
  trunks are routed through the same physical path, even though they
  operate in opposite directions. If, however, the component traffic
  trunks are routed through different physical paths, then the BTT is
  said to be "topologically asymmetric."

  It should be noted that bidirectional traffic trunks are merely an
  administrative convenience. In practice, most traffic engineering
  functions can be implemented using only unidirectional traffic
  trunks.

5.2 Basic Operations on Traffic Trunks

  The basic operations on traffic trunks significant to Traffic
  Engineering purposes are summarized below.

  - Establish: To create an instance of a traffic trunk.

  - Activate: To cause a traffic trunk to start passing traffic.
    The establishment and activation of a traffic trunk are
    logically separate events. They may, however, be implemented
    or invoked as one atomic action.

  - Deactivate: To cause a traffic trunk to stop passing traffic.

  - Modify Attributes: To cause the attributes of a traffic trunk
    to be modified.

  - Reroute: To cause a traffic trunk to change its route. This
    can be done through administrative action or automatically
    by the underlying protocols.

  - Destroy: To remove an instance of a traffic trunk from the
    network and reclaim all resources allocated to it. Such
    resources include label space and possibly available bandwidth.

  The above are considered the basic operations on traffic trunks.
  Additional operations are also possible such as policing and traffic
  shaping.

5.3 Accounting and Performance Monitoring

  Accounting and performance monitoring capabilities are very important
  to the billing and traffic characterization functions.  Performance
  statistics obtained from accounting and performance monitoring




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  systems can be used for traffic characterization, performance
  optimization, and capacity planning within the Traffic Engineering
  realm..

  The capability to obtain statistics at the traffic trunk level is so
  important that it should be considered an essential requirement for
  Traffic Engineering over MPLS.

5.4 Basic Traffic Engineering Attributes of Traffic Trunks

  An attribute of a traffic trunk is a parameter assigned to it which
  influences its behavioral characteristics.

  Attributes can be explicitly assigned to traffic trunks through
  administration action or they can be implicitly assigned by the
  underlying protocols when packets are classified and mapped into
  equivalence classes at the ingress to an MPLS domain. Regardless of
  how the attributes were originally assigned, for Traffic Engineering
  purposes, it should be possible to administratively modify such
  attributes.

  The basic attributes of traffic trunks  particularly significant for
  Traffic Engineering are itemized below.

  - Traffic parameter attributes

  - Generic Path selection and maintenance attributes

  - Priority attribute

  - Preemption attribute

  - Resilience attribute

  - Policing  attribute

  The combination of traffic parameters and policing attributes is
  analogous to usage parameter control in ATM networks. Most of the
  attributes listed above have analogs in well established
  technologies.  Consequently, it should be relatively straight forward
  to map the traffic trunk attributes onto many existing switching and
  routing architectures.

  Priority and preemption can be regarded as relational attributes
  because they express certain binary relations between traffic trunks.
  Conceptually, these binary relations determine the manner in which
  traffic trunks interact with each other as they compete for network
  resources during path establishment and path maintenance.



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5.5 Traffic parameter attributes

  Traffic parameters can be used to capture the characteristics of the
  traffic streams (or more precisely the forwarding equivalence class)
  to be transported through the traffic trunk. Such characteristics may
  include peak rates, average rates, permissible burst size, etc.  From
  a traffic engineering perspective, the traffic parameters are
  significant because they indicate the resource requirements of the
  traffic trunk. This is useful for resource allocation and congestion
  avoidance through anticipatory policies.

  For the purpose of bandwidth allocation, a single canonical value of
  bandwidth requirements can be computed from a traffic trunk's traffic
  parameters.  Techniques for performing these computations are well
  known. One example of this is the theory of effective bandwidth.

5.6 Generic Path Selection and Management Attributes

  Generic path selection and management attributes define the rules for
  selecting the route taken by a traffic trunk as well as the rules for
  maintenance of paths that are already established.

  Paths can be computed automatically by the underlying routing
  protocols or they can be defined administratively by a network
  operator. If there are no resource requirements or restrictions
  associated with a traffic trunk, then a topology driven protocol can
  be used to select its path. However, if resource requirements or
  policy restrictions exist, then a constraint-based routing scheme
  should be used for path selection.

  In Section 7, a constraint-based routing framework which can
  automatically compute paths subject to a set of constraints is
  described.  Issues pertaining to explicit paths instantiated through
  administrative action are discussed in Section 5.6.1 below.

  Path management concerns all aspects pertaining to the maintenance of
  paths traversed by traffic trunks.  In some operational contexts, it
  is desirable that an MPLS implementation can dynamically reconfigure
  itself, to adapt to some notion of change in "system state."
  Adaptivity and resilience are aspects of dynamic path management.

  To guide the path selection and management process, a set of
  attributes are required. The basic attributes and behavioral
  characteristics associated with traffic trunk path selection and
  management are described in the remainder of this sub-section.






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5.6.1 Administratively Specified Explicit Paths

  An administratively specified explicit path for a traffic trunk is
  one which is configured through operator action. An administratively
  specified path can be completely specified or partially specified. A
  path is completely specified if all of the required hops between the
  endpoints are indicated. A path is partially specified if only a
  subset of intermediate hops are indicated. In this case, the
  underlying protocols are required to complete the path. Due to
  operator errors, an administratively specified path can be
  inconsistent or illogical. The underlying protocols should be able to
  detect such inconsistencies and provide appropriate feedback.

  A "path preference rule" attribute should be associated with
  administratively specified explicit paths.  A path preference rule
  attribute is a binary variable which  indicates whether the
  administratively configured explicit path is "mandatory" or "non-
  mandatory."

  If an administratively specified explicit path is selected with a
  "mandatory attribute, then that path (and only that path) must be
  used. If a mandatory path is topological infeasible (e.g. the two
  endpoints are topologically partitioned), or if the path cannot be
  instantiated because the available resources are inadequate, then the
  path setup process fails. In other words, if a path is specified as
  mandatory, then an alternate path cannot be used regardless of
  prevailing circumstance.  A mandatory path which is successfully
  instantiated is also implicitly pinned. Once the path is instantiated
  it cannot be changed except through deletion and instantiation of a
  new path.

  However, if an administratively specified explicit path is selected
  with a "non-mandatory" preference rule attribute value, then the path
  should be used if feasible.  Otherwise, an alternate path can be
  chosen instead by the underlying protocols.

5.6.2 Hierarchy of Preference Rules For Multi-Paths

  In some practical contexts, it can be useful to have the ability to
  administratively specify a set of candidate explicit paths for a
  given traffic trunk and define a hierarchy of preference relations on
  the paths. During path establishment, the preference rules are
  applied to select a suitable path from the candidate list. Also,
  under failure scenarios the preference rules are applied to select an
  alternate path from the candidate list.






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5.6.3 Resource Class Affinity Attributes

  Resource class affinity attributes associated with a traffic trunk
  can be used to specify the class of resources (see Section 6) which
  are to be explicitly included or excluded from the path of the
  traffic trunk. These are policy attributes which can be used to
  impose additional constraints on the path traversed by a given
  traffic trunk.  Resource class affinity attributes for a traffic can
  be specified as a sequence of tuples:

   <resource-class, affinity>; <resource-class, affinity>; ..

  The resource-class parameter identifies a resource class for which an
  affinity relationship is defined with respect to the traffic trunk.
  The affinity parameter indicates the affinity relationship; that is,
  whether members of the resource class are to be included or excluded
  from the path of the traffic trunk. Specifically, the affinity
  parameter may be a binary variable which takes one of the following
  values: (1) explicit inclusion, and (2) explicit exclusion.

  If the affinity attribute is a binary variable, it may be possible to
  use Boolean expressions to specify the resource class affinities
  associated with a given traffic trunk.

  If no resource class affinity attributes are specified, then a "don't
  care" affinity relationship is assumed to hold between the traffic
  trunk and all resources. That is, there is no requirement to
  explicitly include or exclude any resources from the traffic trunk's
  path. This should be the default in practice.

  Resource class affinity attributes are very useful and powerful
  constructs because they can be used to implement a variety of
  policies. For example, they can be used to contain certain traffic
  trunks within specific topological regions of the network.

  A "constraint-based routing" framework (see section 7.0) can be used
  to compute an explicit path for a traffic trunk subject to resource
  class affinity constraints in the following manner:

  1. For explicit inclusion, prune all resources not belonging
     to the specified classes prior to performing path computation.

  2. For explicit exclusion, prune all resources  belonging to the
     specified classes before performing path placement computations.







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5.6.4 Adaptivity Attribute

  Network characteristics and state change over time. For example, new
  resources become available, failed resources become reactivated, and
  allocated resources become deallocated. In general, sometimes more
  efficient paths become available.  Therefore, from a Traffic
  Engineering perspective, it is necessary to have administrative
  control parameters that can be used to specify how traffic trunks
  respond to this dynamism. In some scenarios, it might be desirable to
  dynamically change the paths of certain traffic trunks in response to
  changes in network state. This process is called re-optimization.  In
  other scenarios, re-optimization might be very undesirable.

  An Adaptivity attribute is a part of the path maintenance parameters
  associated with traffic trunks. The adaptivity attribute associated
  with a traffic trunk indicates whether the trunk is subject to re-
  optimization.  That is, an adaptivity attribute is a binary variable
  which takes one of the following values: (1) permit re-optimization
  and (2) disable re-optimization.

  If re-optimization is enabled, then a traffic trunk can be rerouted
  through different paths by the underlying protocols in response to
  changes in network state (primarily changes in resource
  availability). Conversely, if re-optimization is disabled, then the
  traffic trunk is "pinned" to its established path and cannot be
  rerouted in response to changes in network state.

  Stability is a major concern when re-optimization is permitted. To
  promote stability, an MPLS implementation should not be too reactive
  to the evolutionary dynamics of the network. At the same time, it
  must adapt fast enough so that optimal use can be made of network
  assets. This implies that the frequency of re-optimization should be
  administratively configurable to allow for tuning.

  It is to be noted that re-optimization is distinct from resilience. A
  different attribute is used to specify the resilience characteristics
  of a traffic trunk (see section 5.9).  In practice, it would seem
  reasonable to expect traffic trunks subject to re-optimization to be
  implicitly resilient to failures along their paths. However, a
  traffic trunk which is not subject to re-optimization and whose path
  is not administratively specified with a "mandatory" attribute can
  also be required to be resilient to link and node failures along its
  established path

  Formally, it can be stated that adaptivity to state evolution through
  re-optimization implies resilience to failures, whereas resilience to
  failures does not imply general adaptivity through re-optimization to
  state changes.



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5.6.5 Load Distribution Across Parallel Traffic Trunks

  Load distribution across multiple parallel traffic trunks between two
  nodes is an important consideration.  In many practical contexts, the
  aggregate traffic between two nodes may be such that no single link
  (hence no single path) can carry the load. However, the aggregate
  flow might be less than the maximum permissible flow across a "min-
  cut" that partitions the two nodes. In this case, the only feasible
  solution is to appropriately divide the aggregate traffic into sub-
  streams and route the sub-streams through multiple paths between the
  two nodes.

  In an MPLS domain, this problem can be addressed by instantiating
  multiple traffic trunks between the two nodes, such that each traffic
  trunk carries a proportion of the aggregate traffic. Therefore, a
  flexible means of load assignment to multiple parallel traffic trunks
  carrying traffic between a pair of nodes is required.

  Specifically, from an operational perspective, in situations where
  parallel traffic trunks are warranted,  it would be useful to have
  some attribute that can be used to indicate the relative proportion
  of traffic to be carried by each traffic trunk. The underlying
  protocols will then map the load onto the traffic trunks according to
  the specified proportions. It is also, generally desirable to
  maintain packet ordering between packets belong to the same micro-
  flow (same source address, destination address, and port number).

5.7 Priority attribute

  The priority attribute defines the relative importance of traffic
  trunks.  If a constraint-based routing framework is used with MPLS,
  then priorities become very important because they can be used to
  determine the order in which path selection is done for traffic
  trunks at connection establishment and under fault scenarios.

  Priorities are also important in implementations  permitting
  preemption because they can be used to impose a partial order on the
  set of traffic trunks according to which preemptive policies can be
  actualized.

5.8 Preemption attribute

  The preemption attribute determines whether a traffic trunk can
  preempt another traffic trunk from a given path, and whether another
  traffic trunk can preempt a specific traffic trunk.  Preemption is
  useful for both traffic oriented and resource oriented performance





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  objectives. Preemption can used to assure that high priority traffic
  trunks can always be routed through relatively favorable paths within
  a differentiated services environment.

  Preemption can also be used to implement various prioritized
  restoration policies following fault events.

  The preemption attribute can be used to specify four preempt modes
  for a traffic trunk: (1) preemptor enabled, (2) non-preemptor, (3)
  preemptable, and (4) non-preemptable. A preemptor enabled traffic
  trunk can preempt lower priority traffic trunks designated as
  preemptable. A traffic specified as non-preemptable cannot be
  preempted by any other trunks, regardless of relative priorities. A
  traffic trunk designated as preemptable can be preempted by higher
  priority trunks which are preemptor enabled.

  It is trivial to see that some of the preempt modes are mutually
  exclusive. Using the numbering scheme depicted above, the feasible
  preempt mode combinations for a given traffic trunk are as follows:
  (1, 3), (1, 4), (2, 3), and (2, 4). The (2, 4) combination should be
  the default.

  A traffic trunk, say "A", can preempt another traffic trunk, say "B",
  only if *all* of the following five conditions hold: (i) "A" has a
  relatively higher priority than "B", (ii) "A" contends for a resource
  utilized by "B", (iii) the resource cannot concurrently accommodate
  "A" and "B" based on certain decision criteria, (iv) "A" is preemptor
  enabled, and (v) "B" is preemptable.

  Preemption is not considered a mandatory attribute under the current
  best effort Internet service model although it is useful. However, in
  a differentiated services scenario, the need for preemption becomes
  more compelling. Moreover, in the emerging optical internetworking
  architectures, where some protection and restoration functions may be
  migrated from the optical layer to data network elements (such as
  gigabit and terabit label switching routers) to reduce costs,
  preemptive strategies can be used to reduce the restoration time for
  high priority traffic trunks under fault conditions.

5.9 Resilience Attribute

  The resilience attribute determines the behavior of a traffic trunk
  under fault conditions. That is, when a fault occurs along the path
  through which the traffic trunk traverses. The following basic
  problems need to be addressed under such circumstances: (1) fault
  detection, (2) failure notification, (3) recovery and service
  restoration. Obviously, an MPLS implementation will have to
  incorporate mechanisms to address these issues.



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  Many recovery policies can be specified for traffic trunks whose
  established paths are impacted by faults. The following are examples
  of feasible schemes:

  1. Do not reroute the traffic trunk. For example, a survivability
     scheme may already be in place, provisioned through an
     alternate mechanism, which guarantees service continuity
     under failure scenarios without the need to reroute traffic
     trunks. An example of such an alternate scheme (certainly
     many others exist), is a situation whereby multiple parallel
     label switched paths are provisioned between two nodes, and
     function in a manner such that failure of one LSP causes the
     traffic trunk placed on it to be mapped onto the remaining LSPs
     according to some well defined policy.

  2. Reroute through a feasible path with enough resources. If none
     exists, then do not reroute.

  3. Reroute through any available path regardless of resource
     constraints.

  4. Many other schemes are possible including some which might be
     combinations of the above.

  A "basic" resilience attribute indicates the recovery procedure to be
  applied to traffic trunks whose paths are impacted by faults.
  Specifically, a "basic" resilience attribute is a binary variable
  which determines whether the target traffic trunk is to be rerouted
  when segments of its path fail. "Extended" resilience attributes can
  be used to specify detailed actions to be taken under fault
  scenarios.  For example, an extended resilience attribute might
  specify a set of alternate paths to use under fault conditions, as
  well as the rules that govern the relative preference of each
  specified path.

  Resilience attributes mandate close interaction between MPLS and
  routing.

5.10 Policing attribute

  The policing attribute determines the actions that should be taken by
  the underlying protocols when a traffic trunk becomes non-compliant.
  That is, when a traffic trunk exceeds its contract as specified in
  the traffic parameters.  Generally, policing attributes can indicate
  whether a non-conformant traffic trunk is to be rate limited, tagged,
  or simply forwarded without any policing action.  If policing is
  used, then adaptations of established algorithms such as the ATM
  Forum's GCRA [11] can be used to perform this function.



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  Policing is necessary in many operational scenarios, but is quite
  undesirable in some others. In general, it is usually desirable to
  police at the ingress to a network (to enforce compliance with
  service level agreements) and to minimize policing within the core,
  except when capacity constraints dictate otherwise.

  Therefore, from a Traffic Engineering perspective, it is necessary to
  be able to administratively enable or disable traffic policing for
  each traffic trunk.

6.0 Resource Attributes

  Resource attributes are part of the topology state parameters, which
  are used to constrain the routing of traffic trunks through specific
  resources.

6.1 Maximum Allocation Multiplier

  The maximum allocation multiplier (MAM) of a resource is an
  administratively configurable attribute which determines the
  proportion of the resource that is available for allocation to
  traffic trunks.  This attribute is mostly applicable to link
  bandwidth. However,  it can also be applied to buffer resources on
  LSRs. The concept of MAM is analogous to the concepts of subscription
  and booking factors in frame relay and ATM networks.

  The values of the MAM can be chosen so that a resource can be under-
  allocated or over-allocated. A resource is said  to be under-
  allocated if the aggregate demands of all traffic trunks (as
  expressed in the trunk traffic parameters) that can be allocated to
  it are always less than the capacity of the resource. A resource is
  said to be over-allocated if the aggregate demands of all traffic
  trunks allocated to it can exceed the capacity of the resource.

  Under-allocation can be used to bound the utilization of resources.
  However,the situation under MPLS is more complex than in circuit
  switched schemes because under MPLS, some flows can be routed via
  conventional hop by hop protocols (also via explicit paths) without
  consideration for resource constraints.

  Over-allocation can be used to take advantage of the statistical
  characteristics of traffic in order to implement more efficient
  resource allocation policies. In particular, over-allocation can be
  used in situations where the peak demands of traffic trunks do not
  coincide in time.






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6.2 Resource Class Attribute

  Resource class attributes are administratively assigned parameters
  which express some notion of "class" for resources. Resource class
  attributes can be viewed as "colors" assigned to resources such that
  the set of resources with the same "color" conceptually belong to the
  same class. Resource class attributes can be used to implement a
  variety of policies. The key resources of interest here are links.
  When applied to links, the resource class attribute effectively
  becomes  an aspect of the "link state" parameters.

  The concept of resource class attributes is a powerful abstraction.
  From a Traffic Engineering perspective, it can be used to implement
  many policies with regard to both traffic and resource oriented
  performance optimization. Specifically, resource class attributes can
  be used to:

  1. Apply uniform policies to a set of resources that do not need
     to be in the same topological region.

  2. Specify the relative preference of sets of resources for
     path placement of traffic trunks.

  3. Explicitly restrict the placement of traffic trunks
     to  specific subsets of resources.

  4. Implement generalized inclusion / exclusion policies.

  5. Enforce traffic locality containment policies. That is,
     policies    that seek to contain local traffic within
     specific topological regions of the network.

  Additionally, resource class attributes can be used for
  identification purposes.

  In general, a resource can be assigned more than one resource class
  attribute. For example, all of the OC-48 links in a given network may
  be assigned a distinguished resource class attribute. The subsets of
  OC-48 links which exist with a given abstraction domain of the
  network may be assigned additional resource class attributes in order
  to implement specific containment policies, or to architect the
  network in a certain manner.

7.0 Constraint-Based Routing

  This section discusses the issues pertaining to constraint-based
  routing in MPLS domains. In contemporary terminology, constraint-
  based routing is often referred to as "QoS Routing" see [5,6,7,10].



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  This document uses the term "constraint-based routing" however,
  because it better captures the functionality envisioned, which
  generally encompasses QoS routing as a subset.

  constraint-based routing enables a demand driven, resource
  reservation aware, routing paradigm to co-exist with current topology
  driven hop by hop Internet interior gateway protocols.

  A constraint-based routing framework uses the following as input:

   - The attributes associated with traffic trunks.

   - The attributes associated with resources.

   - Other topology state information.

  Based on this information, a constraint-based routing process on each
  node automatically computes explicit routes for each traffic trunk
  originating from the node. In this case, an explicit route for each
  traffic trunk is a specification of a label switched path that
  satisfies the demand requirements expressed in the trunk's
  attributes, subject to constraints imposed by resource availability,
  administrative policy, and other topology state information.

  A constraint-based routing framework can greatly reduce the level of
  manual configuration and intervention required to actualize Traffic
  Engineering policies.

  In practice, the Traffic Engineer, an operator, or even an automaton
  will specify the endpoints of a traffic trunk and assign a set of
  attributes to the trunk which encapsulate the performance
  expectations and behavioral characteristics of the trunk. The
  constraint-based routing framework is then expected to find a
  feasible path to satisfy the expectations.  If necessary, the Traffic
  Engineer or a traffic engineering support system can then use
  administratively configured explicit routes to perform fine grained
  optimization.

7.1 Basic Features of Constraint-Based Routing

  A constraint-based routing framework should at least have the
  capability to automatically obtain a basic feasible solution to the
  traffic trunk path placement problem.

  In general, the constraint-based routing problem is known to be
  intractable for most realistic constraints. However, in practice, a
  very simple well known heuristic (see e.g. [9]) can be used to find a
  feasible path if one exists:



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   - First prune resources that do not satisfy the requirements of
     the traffic trunk attributes.

   - Next, run a shortest path algorithm on the residual graph.

  Clearly, if a feasible path exists for a single traffic trunk, then
  the above simple procedure will find it. Additional rules can be
  specified to break ties and perform further optimizations.  In
  general, ties should be broken so that congestion is minimized.  When
  multiple traffic trunks are to be routed, however, it can be shown
  that the above algorithm may not always find a mapping, even when a
  feasible mapping exists.

7.2 Implementation Considerations

  Many commercial implementations of frame relay and ATM switches
  already support some notion of constraint-based routing. For such
  devices or for the novel MPLS centric contraptions devised therefrom,
  it should be relatively easy to extend the current constraint-based
  routing implementations to accommodate the peculiar requirements of
  MPLS.

  For routers that use topology driven hop by hop IGPs, constraint-
  based routing can be incorporated in at least one of two ways:

  1. By extending the current IGP protocols such as OSPF and IS-IS to
     support constraint-based routing. Effort is already underway to
     provide such extensions to OSPF (see [5,7]).

  2. By adding a constraint-based routing process to each router which
     can co-exist with current IGPs. This scenario is depicted
     in Figure 1.

        ------------------------------------------
       |          Management Interface            |
        ------------------------------------------
           |                 |                 |
    ------------     ------------------    --------------
   |    MPLS    |<->| Constraint-Based |  | Conventional |
   |            |   | Routing Process  |  | IGP Process  |
    ------------     ------------------    --------------
                          |                  |
            -----------------------    --------------
           | Resource  Attribute   |  | Link State   |
           | Availability Database |  | Database     |
            -----------------------    --------------

   Figure 1. Constraint-Based Routing Process on Layer 3 LSR



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  There are many important details associated with implementing
  constraint-based routing on Layer 3 devices which we do not discuss
  here. These include the following:

  - Mechanisms for exchange of topology state information
    (resource availability information, link state information,
    resource attribute information) between constraint-based
    routing processes.

  - Mechanisms for maintenance of topology state information.

  - Interaction between constraint-based routing processes and
    conventional IGP processes.

  - Mechanisms to accommodate the adaptivity requirements of
    traffic trunks.

  - Mechanisms to accommodate the resilience and survivability
    requirements of traffic trunks.

  In summary, constraint-based routing assists in performance
  optimization of operational networks by automatically finding
  feasible paths that satisfy a set of constraints for traffic trunks.
  It can drastically reduce the amount of administrative explicit path
  configuration and manual intervention required to achieve Traffic
  Engineering objectives.

8.0 Conclusion

  This manuscript presented a set of requirements for Traffic
  Engineering over MPLS. Many capabilities were described aimed at
  enhancing the applicability of MPLS to Traffic Engineering in the
  Internet.

  It should be noted that some of the issues described here can be
  addressed by incorporating a minimal set of building blocks into
  MPLS, and then using a network management superstructure to extend
  the functionality in order to realize the requirements. Also, the
  constraint-based routing framework does not have to be part of the
  core MPLS specifications. However, MPLS does require some interaction
  with a constraint-based routing framework in order to meet the
  requirements.









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9.0 Security Considerations

  This document does not introduce new security issues beyond those
  inherent in MPLS and may use the same mechanisms proposed for this
  technology. It is, however, specifically important that manipulation
  of administratively configurable parameters be executed in a secure
  manner by authorized entities.

10.0 References

  [1]  Rosen, E., Viswanathan, A. and R. Callon, "A Proposed
       Architecture for MPLS", Work in Progress.

  [2]  Callon, R., Doolan, P., Feldman, N., Fredette, A., Swallow, G.
       and A. Viswanathan, "A Framework for Multiprotocol Label
       Switching", Work in Progress.

  [3]  Li, T. and Y. Rekhter, "Provider Architecture for Differentiated
       Services and Traffic Engineering (PASTE)", RFC 2430, October
       1998.

  [4]  Rekhter, Y., Davie, B., Katz, D., Rosen, E. and  G. Swallow,
       "Cisco Systems' Tag Switching Architecture - Overview", RFC
       2105, February 1997.

  [5]  Zhang, Z., Sanchez, C., Salkewicz, B. and E. Crawley "Quality of
       Service Extensions to OSPF", Work in Progress.

  [6]  Crawley, E., Nair, F., Rajagopalan, B. and H. Sandick, "A
       Framework for QoS Based Routing in the Internet", RFC 2386,
       August 1998.

  [7]  Guerin, R., Kamat, S., Orda, A., Przygienda, T. and D. Williams,
       "QoS Routing Mechanisms and OSPF Extensions", RFC 2676, August
       1999.

  [8]  C. Yang and A. Reddy, "A Taxonomy for Congestion Control
       Algorithms in Packet Switching Networks," IEEE Network Magazine,
       Volume 9, Number 5, July/August 1995.

  [9]  W. Lee, M. Hluchyi, and P. Humblet, "Routing Subject to Quality
       of Service Constraints in Integrated Communication Networks,"
       IEEE Network, July 1995, pp 46-55.

  [10] ATM Forum, "Traffic Management Specification: Version 4.0" April
       1996.





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11.0 Acknowledgments

  The authors would like to thank Yakov Rekhter for his review of an
  earlier draft of this document. The authors would also like to thank
  Louis Mamakos and Bill Barns for their helpful suggestions, and
  Curtis Villamizar for providing some useful feedback.













































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12.0 Authors' Addresses

  Daniel O. Awduche
  UUNET (MCI Worldcom)
  3060 Williams Drive
  Fairfax, VA 22031

  Phone: +1 703-208-5277
  EMail: [email protected]


  Joe Malcolm
  UUNET  (MCI Worldcom)
  3060 Williams Drive
  Fairfax, VA 22031

  Phone: +1 703-206-5895
  EMail: [email protected]


  Johnson Agogbua
  UUNET  (MCI Worldcom)
  3060 Williams Drive
  Fairfax, VA 22031

  Phone: +1 703-206-5794
  EMail: [email protected]


  Mike O'Dell
  UUNET  (MCI Worldcom)
  3060 Williams Drive
  Fairfax, VA 22031

  Phone: +1 703-206-5890
  EMail: [email protected]


  Jim McManus
  UUNET  (MCI Worldcom)
  3060 Williams Drive
  Fairfax, VA 22031

  Phone: +1 703-206-5607
  EMail: [email protected]






Awduche, et al.              Informational                     [Page 28]

RFC 2702                MPLS Traffic Engineering          September 1999


13.0  Full Copyright Statement

  Copyright (C) The Internet Society (1999).  All Rights Reserved.

  This document and translations of it may be copied and furnished to
  others, and derivative works that comment on or otherwise explain it
  or assist in its implementation may be prepared, copied, published
  and distributed, in whole or in part, without restriction of any
  kind, provided that the above copyright notice and this paragraph are
  included on all such copies and derivative works.  However, this
  document itself may not be modified in any way, such as by removing
  the copyright notice or references to the Internet Society or other
  Internet organizations, except as needed for the purpose of
  developing Internet standards in which case the procedures for
  copyrights defined in the Internet Standards process must be
  followed, or as required to translate it into languages other than
  English.

  The limited permissions granted above are perpetual and will not be
  revoked by the Internet Society or its successors or assigns.

  This document and the information contained herein is provided on an
  "AS IS" basis and THE INTERNET SOCIETY AND THE INTERNET ENGINEERING
  TASK FORCE DISCLAIMS ALL WARRANTIES, EXPRESS OR IMPLIED, INCLUDING
  BUT NOT LIMITED TO ANY WARRANTY THAT THE USE OF THE INFORMATION
  HEREIN WILL NOT INFRINGE ANY RIGHTS OR ANY IMPLIED WARRANTIES OF
  MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE.

Acknowledgement

  Funding for the RFC Editor function is currently provided by the
  Internet Society.



















Awduche, et al.              Informational                     [Page 29]