BASIC TRAFFIC TERMS

Often-used Terminology, phrases or references you need to know. For those of you who are "purists," please understand that these terms have been put into "layman's" language so regular ol' people like you and me can decipher them.

ADT

Average Daily Trips. This is a number representing the average number of trips per day that a new community/development will generate. A "ballpark" figure is a little less than ten times the number of D.U.'s, or Dwelling Units. (The Gibson Traffic Consultants use the phrase "SFD" which means "Single Family Detached") For example, if a community is planned for 10 homes, that development will generate approximately 100 trips per day, on average.

CHANNELIZATION

This refers to a type of traffic configuration that channels, literally, traffic in a given direction to a specific place. In the case of most of the traffic studies performed by the city in the last couple of years, this refers to the Sultan Basin Road/Highway 2 eastbound left-turn lane (EB LT) coming off of Highway 2, channeling traffic turning north onto Sultan Basin Road into a "storage" lane, otherwise known as a left-turn lane.

EB

Eastbound

GTC

Gibson Traffic Consultants. This is the consulting firm which has performed 95% of the traffic studies generated for new developments in Sultan. It is located at 1712 Pacific Avenue, Suite 100, Everett, WA 98201; phone 425.339.8266; fax 425.258.2922.

HIGHWAY DIRECTIONAL TERMS

EB = Eastbound

WB = Westbound

NB = Northbound

SB = Southbound

LT = Left turn

RT = Right turn

IMPACT FEES (also known as "mitigation" fees)

The amount the developer is charged to "defray" the costs to taxpayers for burdens placed upon already-existing roadways because of their projects, as well as "special" or "one-time" traffic improvements, such as installation of the light at Old Owens/US 2. The impact fee for the year 2000 for burdens on city-wide streets is $1,837. This is the amount that is multiplied by the "target" number produced from the traffic study, and is one of the primary reasons it is done. The "target" number represents the number of peak hour trips estimated will be generated by the existence of this new project. In the traffic studies we have reviewed for Sultan Basin Road, the estimated number of peak hour PM trips is almost always equal to the total number of SFD's (or D.U.'s) being built.

Traffic fees are assessed based on the estimated number of vehicles that will pass through, or use, a particular roadway. Currently, it is determined that all projects built in Sultan will be utilizing the city's existing road structure, in one way or another.

For instance, if a developer is proposing to build 100 single family homes, the estimated peak hour PM figure used for mitigation fees would be approximately 100. Therefore, the total dollar amount the developer should pay in fees would be $183,700.

ITE

Refers to the Institute of Transportation Engineers. This organization publishes the "bible" upon which most of these studies are based, the Trip Generation Manual. The current manual in use, and the ones that almost all recent developments have been based, is the 6th edition dated November 1997.

LOS

Level of Service. This is the "yardstick" in standard use to categorize the flow, or efficient, of highways, roads and intersections. (This term is also used in most other infrastructure descriptions, but the "yardstick" or units of measurement vary, depending upon the specific type of infrastructure; i.e., water, sewer, power, etc.)

Listed below are the LOS criteria applied to Intersections & Class I Arterial Segments:

L O S

(For descriptions of each level, see below)

Expected

Delay

With Signal:

Stopped delay

(Seconds per vehicle)

Without Signal:

Multi-way stop, stopped delay

(seconds per vehicle)

Class I Arterial


Average travel speed

(in MPH)

A

Little or no delay

Less than 5 seconds

Less than 5 seconds

More than 35 mph

B

Short Delays

5.1 to 15.0 seconds

5.1 to 10 seconds

28.1 to 35 mph

C

Average Delays

15.1 to 25 seconds

10.1 to 20 seconds

22.1 to 28 mph

D

Long Delays

25.1 to 40 seconds

20.1 to 30 seconds

17.1 to 22 mph

E

Very Long Delays

40.1 to 60 seconds

30.1 to 45 second

13.1 to 17 mph

F

*

More than 60 seconds

More than 45 seconds

Less than 13 mph

*When demand volume exceeds the capacity of the lane, extreme delays will be encountered with queuing which may cause severe congestion, affecting other traffic movements in the intersection. Source: 1994 Highway Capacity Manual and Transportation Research Board Circular 373.

Level A: Free-flow traffic conditions, with minimal delay to stopped vehicles (no vehicle is delayed longer than one cycle at signalized intersection).

Level B: Generally stable traffic flow conditions.

Level C: Occasional back-ups may develop, but delay to vehicles is short-term and still tolerable.

Level D: During short periods of the peak hour, delays to approaching vehicles may be substantial but are tolerable during times of less demand (i.e., vehicles delayed one cycle or less at signal).

Level E: Intersections operate at or near capacity, with long queues developing on all approaches and long delays.

Level F: Jammed conditions on all approaches with excessively long delays and vehicles unable to move at times.

LT

Left turn

Mitigation Fees, "Special"

For one-time traffic improvements, such as the traffic signalization at Old Owen Road, certain developments had to pay "their share." Instead of basing the shared amount upon PM peak fees for the city-wide system generally, "special" (or additional) fees are charged to a developer based on how many residents in his project are expected to use the section of roadway or intersection being developed. This calculation is based on an actual traffic count and is one of the reasons you have seen so many black "counting" cables stretched across Highway 2 at the Sultan Basin/Cemetary Road intersection.

As far as we've been able to determine, there is a time limit as to when and how long these special impact fees can be charged to a developer. In other words, a developer who already had a proposed development in the approval process when Old Owen Road was built would pay a portion of the cost of the signalization, while a developer who goes into city hall today to begin the approval process, would not.

 

NB

Northbound

PM or PEAK HOUR

This refers to the peak traffic "hour" -- obtained either from WSDOT traffic figures or the consulant's actual traffic counts -- upon which calculations are made to determine the figure used for the mitigation fees. This is a vital number, since it represents the traffic consultant's estimate of the impact a new development will have on that particular hour, or, how many cars in the new development will actually be using that intersection.

ROUTE 2

U. S. Highway 2

SB

Southbound

SBR

Sultan Basin Road.

SFD

Single Family Detached. This is a term referenced throughout Gibson's traffic studies, primarily because the studies we reviewed were for single family homes and not apartments. The City of Sultan generally uses D.U., or Dwelling Unit.

US2

U. S. Highway 2 (also referred to as "Route 2" or Rt2)

VPH

Vehicles per hour. Self-explanatory. The number of vehicles going through a measured area or intersection.

WB

Westbound

WSDOT

Washington State Department of Transportation. In conversation, it is often shortened to "whiz-dot" or sometimes, "wise-dot."