8.1.18 Frontage Roads

This subsection discusses frontage roads and includes information on the following topics:
  • Function and uses;
  • Planning;
  • Capacity and level of service;
  • Frontage road design criteria; and
  • Conversion of frontage roads from two-way to one-way operation.
8.1.18.1 Function and Uses
Frontage roads separate local traffic from the higher speed freeway traffic and provide access to properties along the freeway corridor. Frontage roads serve numerous functions, depending on the context of the freeway they serve and the features of the surrounding area.
They may be used to control access to the freeway, function as a facility serving adjacent properties, and maintain circulation of traffic on each side of the freeway. They can also provide invaluable operational flexibility, serving as detour routes during mainlane crashes, mainlane maintenance activity, inclement weather, and for over-height loads and buses. Continuous frontage roads provide the operational flexibility required to manage saturation on freeways that include freeway surveillance and control.
In addition to these functions, frontage roads can prove advantageous when used as the first stage of construction for a future freeway facility. By constructing frontage roads prior to the mainlanes, interim traffic demands can often be satisfied, and a usable section of highway can be opened to the traveling public at a greatly reduced cost.
8.1.18.2 Planning
Frontage roads may be incorporated into a project at various points during project development, including the planning stage, subsequent to the planning stage, or after freeway construction. However, later incorporation of frontage roads will be more difficult.
A Frontage Road Briefing Document (FRBD)
must be developed, providing justification, and is approved by the District and then is submitted to Design Division prior to implementation of a new location frontage road (where no frontage road currently exists). An FRBD is also required when:
  • Converting an existing two-way frontage road to a one-way frontage road;
  • There is major reconstruction or rehabilitation of existing two-way frontage roads and two-way operation is to remain (requires approval from Design Division); or
  • A frontage road is being proposed to become two-way (any type of project).
Frontage road construction may be funded by TxDOT, a local government, or shared by both. The Texas Transportation Commission has adopted rules governing the construction and funding of frontage roads.
All frontage road development must be in accordance with the rules contained in . Refer to the for additional information.
Changes in control of access must be in accordance with .
8.1.18.3 Capacity and Level of Service
Although techniques to estimate capacity and level of service on freeways and urban arterials are detailed in the , these procedures should not be applied directly to frontage roads, as frontage roads have characteristic of both freeways (i.e., exit and entrance ramps) and urban arterials (i.e., driveways, cross streets, and signalized intersections).
The following report was developed to suggest techniques for estimating capacity and level of service on frontage roads:
Additional information can be found in TTI , which contains procedures for the following:
  • Determining Level of Service (LOS) on a continuous frontage road section;
  • Analyzing frontage road weaving sections; and
  • Determining spacing requirements for ramp junctions.
8.1.18.4 Frontage Road Design Criteria
Frontage roads are classified as collectors
and should be designed to match the values for a collector street or highway. See for additional information.
Any new frontage road
must be designed and constructed for one-way operation
unless prior approval from Design Division is obtained. There may be exceptions in certain isolated locations, where a one-way pattern would impose severe restrictions on circulation within an area. These exceptions must be approved by the Design Division during schematic design.
8.1.18.5 Conversions of Frontage Roads from Two-Way to One-Way Operation
In some areas, existing frontage roads are operating as two-way facilities. Such two-way operation has the following disadvantages:
  • Higher crash rates due to the risk of head-on collisions at the ramp terminals and driveways;
  • Increased potential for wrong-way entry to the mainlanes;
  • Complicated intersections requiring turning movements from/to the Exit Ramps onto/from the frontage road, crossing the opposite directions of travel;
  • Increased signal phasing and sequencing requirements as compared to those normally available at signalized diamond interchanges; and
  • Limited capacity when compared to one-way operations.
Existing two-way frontage roads should be converted to one-way operation when one or more of the following conditions exist:
  • Queuing on the frontage road routinely backs up from an intersection to within 100-ft of a freeway entrance or exit ramp gore;
  • The LOS of a signalized intersection on the frontage road drops below LOS C;
  • Queuing in the counter-flow direction, which would not exist if the frontage road were one-way, routinely backs up from the stop line at a freeway entrance or exit ramp to within 100-ft of the intersection;
  • Crash rates are above the statewide average crash rate for two-way frontage roads; or
  • Major freeway reconstruction or rehabilitation is occurring in a developed or developing area.
Conversion of two-way frontage roads in urbanizing rural areas, with crossover interchanges spaced more than two miles apart, require consideration of additional crossover interchanges to minimize the distance traveled for adjacent residents and business patrons. Existing local street systems in the area should facilitate traffic circulation and minimize the travel time impact of converting frontage roads from two-way to one-way operation.
The conversion of two-way to one-way frontage roads should be accomplished with ramp and terminal design based on reconstruction criteria shown in . For existing frontage road lanes may retain dimensions that meet minimum criteria, see and .
Two-way frontage roads should only be considered in rural areas where:
  • The distances between crossover interchanges are relatively long (> two miles);
  • The adjoining road system is typically discontinuous;
  • The corridor is sparsely developed; and
  • Development is not anticipated in the near future.