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Kirkland’s Experience with In-Pavement Flashing Lights At Crosswalks
Kirkland’s Experience with In-Pavement Flashing Lights At Crosswalks

David Godfrey, P.E., Traffic Engineering Manager
Tony Mazzella, Neighborhood Traffic Control Program Coordinator

ITE/IMSA Annual Meeting, February 8th, 1999, Lynnwood, Washington

Introduction
Located in the Puget Sound region, Kirkland Washington is a suburb of Seattle and has a population of approximately 50,000. The Kirkland City Council recognizes pedestrian safety and walkability as key components in the livability of the City, and pedestrianism has been a theme of the City for some time. The In-Pavement Flashing Lights Crosswalk Warning System (“Flashing Crosswalk”) is a series of flashing lights unit installed just below the pavement surface along the crosswalk lines and facing traffic. It’s purpose is to warn drivers of the presence of a pedestrian about to cross or already in the crosswalk at uncontrolled intersections. In an effort to increase pedestrian safety, the first two flashing crosswalks installed outside of California were installed in fall of 1997, at mid-block locations in Kirkland.

This paper describes Kirkland’s experience with flashing crosswalks, including how the system works and how it is installed, effectiveness, response from the public and application criteria. In general, the flashing crosswalks are considered to be a success both in terms of their effectiveness in causing vehicles to respond to pedestrians and in terms of their public support. In fact, at the time of this writing, Kirkland is receiving bids for an additional 14 systems.

History
In 1993, in response to an unusually high incidence of pedestrian/vehicle collision resulting in a significant number of pedestrian fatalities and injuries, the city of Santa Rosa, California, introduced a new concept in proactive pedestrian warning systems for uncontrolled crosswalks, known formally as an In-Pavement Flashing Lights Crosswalk Warning System.

The idea for the system originated with a private citizen who is a pilot and believed that the strobe lights used on runways to help pilots land their planes might be useful in providing greater protection for pedestrians at crosswalks. In 1994-95, the system was installed at three locations in Santa Rosa and between 1996-97 at locations in the California cities of Fort Bragg, Lafayette, West Hollywood, Willis and Orinda, and two locations in the city of Kirkland, Washington. Funding to evaluate the effectiveness of the device in Kirkland was provided through the Federal Highway Administration Pedestrian Facilities Program which, is being conducted by the University of North Carolina Traffic Safety Research Center.

The City of Kirkland first became aware if the device through a communication by the State of Washington Traffic Safety Commission (WTSC) which knew of the City’s interest in pedestrian safety innovation. Based upon conversations with the manufacturer (LightGuard Systems, Inc., Santa Rosa, CA) and other user cities along with materials provided by those parties, we decided to propose to our City Council that we experiment with the device. WTSC generously offered to provide $10,000.00 toward installation costs.

Safety Description
The flashing crosswalk systems installed at Kirkland consist of heads imbedded in the pavement, a controller and push-button activation devices. Heads were installed at seven locations perpendicular to the crosswalk across both approaches and across all lanes to increase visibility and command attention. Illumination is provided by LED banks in each head which sits behind a clear lens. At the recommendation of the manufacturer, the heads are mounted at varying low angles to the roadway centerline, and aim at points 250, 300 and 350 feet down the roadway and at various positions across the traveled way.

Earlier California devices used plastic heads to contain the LED units; snow plowing considerations in Kirkland require design of a snow plow resistant head. This requirement caused the manufacturer to develop a more durable aluminum head that bolts to a recessed plate. Recently, an even lower profile head has been developed. The winter of 1997-1998 was a relatively mild on in the Puget Sound and the devices were not rigorously tested. Even in the worst weather years, Kirkland does not see much snow plowing and rubber bladed blows are used. All new locations will use heads with a lower profile which will minimize the effects of snow plowing.

The device is controlled by a solid state controller unit mounted in a standard type NEMA housing. The controller is capable of flashing the LEDs for a variable amount of time, counting the number of pedestrian activations, and dimming the displays; a time clock can initiate a constant activation or allow the head to burn steadily. Because it is designed to work from a 12-volt power supply, the cabinet also contains a back-up battery, which can power the crosswalk for several hours of operation.

The flash rate of the LEDs is a proprietary rate consisting of, in simple terms, two quick “ons” followed by a longer “on” followed by a long “off”. This flash cycle is approximately 3 seconds long and was designed to maximize the effects that attract viewer’s attention while not causing negative side effects to those sensitive to flashing lights. Kirkland sets the flasher to remain active for a time interval in seconds equal to the number of feet of the crossing divided by 3.

Observations show that this time is reasonable for most pedestrians. Optimally, the time would be long enough to protect the pedestrians but not long enough to show vehicles flashing heads when no pedestrian s are present. Pedestrians activate the device, wait for traffic to clear the crosswalk or come to a stop, and then begin to walk across the street. Studies in Kirkland show that the 85th percentile walking speed is considerably more than 3 feet per second, so that the extra time allowed for the crossing interval used for vehicles to stop is compensated for by the walking speed.

Several methods for activation have been used by practitioners in different areas. The most straight-forward of these methods uses a push button similar to those used in standard traffic signal installations and are used in Kirkland. The buttons used in Kirkland’s installation include an array of LEDs on the button mounting housing that flash when the in-pavement heads flash. Pushing the button while the crosswalks is flashing causes the timer to reset and fresh timing interval to begin. Observations in Kirkland have not shown that pedestrians buttons cause a “false sense of security” as evidenced by caution pedestrians use after they push the activation button.

Schematic of Typical Kirkland Flashing Crosswalk

Activation schemes that are passive to the pedestrian are used following the assumption that pedestrians will exercise more caution if they do not know the crosswalk is flashing. In other cities, microwave detectors have been used with limited success; the devices were not able to detect 100% of the pedestrians. Video detection as used in traffic signals have been used with more reliability. LightGuard Systems, Inc. has developed a bollard system that activates the heads when a pedestrian passes between the bollards. Whitlock & Weinberger indicate that an automatic detection system is more appropriate than a push button system.

Costs
The first two systems in Kirkland were installed for $25,000. (plus $10,000. in grant funds from the Washington Traffic Safety Commission). The City purchased equipment form LightGuard, Inc. and they were installed by City crews. A recently bid road project had two flashing crosswalks (installed) and the low bidder submitted a unit cost of $18,000 each. The latest bids received on a project to install 14 crosswalks came in at $15,000 per location.

Installation Procedures
Siting and installing the in-pavement heads is the most complicated portion of the installation procedure. In Kirkland the heads were aligned with the pavement markings of the exiting zebra style crosswalk the zebra stripes were laid out to be outside wheel paths. Manufacturer’s recommendations were followed for the number of heads to be used. Once the locations and number of heads were determined, alignment relative to the centerline was set again following manufacture’s recommendations. This was accomplished by stationing a person at the head of another then at the appropriate upstream location. Working after dark, a laser device was sited on the target and then rotated across the head location and the appropriate angle marked on the pavement. Simpler methods for aiming the heads can also be used satisfactorily.

At the location of each head, pavement was excavated by heating it with a touch a scooping it out using hand tools to make a hole just slightly larger than the base plate of the head (figure 1b). A narrow bar about a yard long was bolted to the base plate, and placed in the excavation so that the bar suspended the base plate in the hole and ensured that the head was properly aligned relative to the centerline and flush with the pavement. Fast curing epoxy poured around the base adheres it to the pavement. When the base is set, the flashing head is bolted to the base and connected to the wires coming from the base.

Wire from the pushbuttons and heads is run across the pavement in saw-cuts and sealed in a manner similar to that used for inductive loops at traffic signals. Conduit carries the wires under the curbs from the pavement to the push button locations. At the first two Kirkland locations, overhead illuminated signing was already present in the median, and this made a convenient location for the cabinet installations and source for AC power. Because the system runs on a 9-volt power supply, solar power is an option, but since AC power was readily available, solar power was not used.

Before and After Study
Whitlock & Weinberger Transportation, Inc. (W-Trans) of Santa Rosa, California, under a contract with FHWA (through University of North Carolina Highway Safety Research Center) conducted before and after studies on the effectiveness of flashing crosswalks.Data was collected using conflict/behavioral-sampling techniques since collecting adequate accident data would take five to ten years after experience. A staged “test” pedestrian was used to ensure consistency; driver reaction to the pedestrian both looking to cross the street and stepping into the roadway was measured using four variables:

  1. Approach speed (from 500 to 300 from the crosswalk)
  2. Travel time and deceleration (from 500 to 100 feet from the crosswalk)
  3. Braking distance (distance from the crosswalk where vehicles began to brake)
  4. Driver reaction (what did the driver do: yield to pedestrian, react but did not yield, did not yield)
Data was collected manually using stopwatches and markers pre set at 100,300 and 500 feet in advance of the crosswalks. Measurements were made both before and after flashing crosswalk installation in both daytime and nighttime conditions. Table 1 summarizes the results of before and after studies at each location. The data suggests that the devices are effective in both increasing the number of drivers that yield to pedestrians and the distance from the crosswalk where drivers apply their brakes.

Table 1   Results of Before and After Studies on Two Sites in Kirkland

LOCATION
HEADING
LIGHT
BEFORE/
AFTER
DISTANCE FROM CROSSWALK WHEN BRAKES APPLIED (feet)
DRIVERS YIELDING TO PEDESTRIANS (percent)
Central Way East Day Before
200
62
      After
278
92
    Night Before
115
16
      After
238
100
  West Day Before
192
59
      After
244
94
    Night Before
175
27
      After
270
98
NE 124th St East Day Before
209
46
      After
214
85
    Night Before
204
65
      After
244
93
  West Day Before
271
55
      After
312
92
    Night Before
266
48
      After
304
97

Notably, the nighttime yielding percentage at Central Way in the eastbound direction went from 16 to 100 percent. In fact the lowest yielding after percentage at Central Way was 92 percent. Increases in braking distances were similar to the increase in yielding drivers. Results were similar but not as dramatic at the NE 124th Street location.

The performance of the devices was similar was similar at most of the other 10 locations covered in the W-Trans study. The led to their findings that “the concept of flashing amber lights embedded in the pavement at uncontrolled crosswalks clearly has a positive effect in enhancing a drivers awareness of crosswalks and modifying driving habits to be more favorable to pedestrians.”

Following installation of the two flashing crosswalks, and an article on the device which appeared in a City publication which is sent to all households, the City received many comments by phone, letter and in-person from the public. Almost all were highly favorable and supportive of additional installations. Specific statements included:

    “I’m really impressed. I do a lot of walking…at least now you can get across the street…I’d like to see them all over town.”

    “We think they’re great, especially when you can’t see well, like in times of darkness. We love it for kids walking to school.”

    “They sure draw attention to the crosswalk. Now I feel more comfortable sending my son downtown and I feel more comfortable driving.”

The only negative comment came from a bicyclist who expressed concern over the possibility of striking a lighthead while riding his bike. Lightheads were away from the wheelpath of a bicycle, and in future installations we will continue to work to avoid this potential conflict.

A more formal recognition of Kirkland’s effort to improve the pedestrian environment came from WTSC which presented the City with the first annual Community Excellence award for innovation in pedestrian facilities. With the award came a $1,000 grant.

Since the installation of the two flashing crosswalks, Kirkland has received numerous inquiries from other local government jurisdictions about the device. The City of Seattle has installed the system at a busy crosswalk near a private university campus; the City of University Place, Washington plans an installation as part o a roadway improvement project and we expect other localities to follow suit. The Institute of Transportation Engineers (ITE) has constituted a technical committee to develop application guidelines.

Installation Criteria
When the City Council contemplated construction of an additional set of flashing crosswalks, it became obvious that a system was needed to select and prioritize locations. Since the City had recently completed a system a ranking other Capital Improvement Projects, a similar process was envisioned for flashing crosswalks prioritization. A committee of citizens that had worked that had worked on the earlier priority ranking was reconvened to develop ranking criteria. City Staff prepared an initial set of criteria and then ranked a set of test locations to get an idea of how the criteria work.
A major point of discussion that is a sample of the types of discussion that took place was whether to give more points to locations that already have protective devices. One theory held that if a location has improvements such as medians and overhead signing, it is a good candidate for flashing crosswalks since the level of improvement reflects its validity as a location into which more improvements should go. The other philosophy said that flashing crosswalks at locations already benefiting from improvements should be delayed with improvements coming at less developed locations first. The second approach was adopted. Similar discussions took place around other issues with the criteria ultimately being approved.


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