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LESSON 4
Many professionals involved in pedestrian and bicycle programs have never received
training that focuses on crash causation. Everyone-from traffic safety specialists
to traffic engineers, planners, educators, and law enforcement personnel-can
benefit from an understanding of how crashes occur and how to avoid them.
This lesson provides an understanding of crash characteristics, crash rates,
exposure, and a grounding in crash typing. The most significant crash types
will be explained and associated with contributing factors and typical errors
made. The concepts of corridor and site crash analysis and team problem-solving
will be emphasized. Discussion will include special conditions-especially nighttime
crashes, those involving impaired drivers, pedestrians and bicyclists, and high-speed
roadways.
The word "crash" may be new to some people as a way to describe the event in which a bicyclist or pedestrian greets the ground, a motor vehicle, or any other solid object in a way that can result in bodily harm and/or property damage. Historically, these were called "accidents." The term "accident" implies heavy doses of chance, unknown causes, and the connotation that nothing can be done to prevent them.
Crashes are preventable. Bicyclist and pedestrian "crashes" are not random events. They fall into a pattern of reoccurring crash types and occur because the parties involved make mistakes. The mistakes can be identified and counteracted through a combination of education, skill development, engineering, and enforcement measures so crashes can be substantially reduced.

Whether you are a pedestrian, bicyclist, or motorist, you generally go through
a similar sequence of actions leading from searching for and recognizing a potential
crash situation to taking steps to avoid it.
The steps in this sequence are described below. If any of these steps are overlooked
by either party, a crash may result.
Step
1: Search - Both driver and bicyclist or pedestrian scan their environment for
potential hazards.
Step 2: Detect - One or both parties (bicyclist, pedestrian, or motor vehicle) sees the other.
Step 3: Evaluate - The threat of collision is recognized, along with the need for action to avoid it.
Step 4: Decide - Assess risk and select the actions necessary to avoid a collision. This may involve judging location, closing speed, direction of travel, position in traffic, likely behavior, and other factors.
Step 5: Action - This step involves the successful performance of the appropriate action(s) to avoid a collision.
Approximately 6,500 pedestrians and 900 bicyclists are killed each year as
a result of collisions with motor vehicles. As a group, pedestrians and bicyclists
comprise more than 14 percent of all highway fatalities each year. Pedestrians
account for as much as 40 to 50 percent of traffic fatalities in some large
urban areas. The 1994 General Estimates System (GES) data indicate that 90,000
pedestrians and 60,000 bicyclists were injured in this type of crash. Many more
injuries are not reported to record-keeping authorities. A study by Stutts,
et al. (1990) showed that fewer than two-thirds of bicycle-motor vehicle crashes
serious enough to require emergency room treatment were reported on State motor
vehicle crash files.

In the 1996 study conducted by the Federal Highway Administration (Pedestrian and Bicycle Crash Types of the Early 1990's, FHWA-RD-95- 163), 5,000 pedestrian and 3,000 bicycle crashes in 5 States were studied extensively in order to code crash types, determine the specific factors associated with the crash types, and to identify how countermeasures could be used to reduce the frequency of crashes. The following is a summary of the findings of the study. Pedestrian-Motor Vehicle Crash Sample Summary

Forty-one percent of pedestrian crashes occur at intersections.
Bicycle-Motor Vehicle Crash Sample Summary
Project Summary and Recommendations
This portion of the lesson presents information specific to pedestrian and bicycle crashes. It looks at the number, types, and characteristics of these crashes. The information was generated through a study conducted by the Highway Safety Research Center at the University of North Carolina (published by the Federal Highway Administration in June 1996). The study purpose was to update 1970's era crash data to reflect more recent crash types, with particular attention to roadway and locational factors so that designers can reduce crash frequency through engineering methods and other interventions. See the following pages for examples.
Pages 4-6 through 4-9: Eight most common pedestrian crash types.
Pages 4-10 through 4-13: Eight most common bicycle crash types.
Part 1
Design a program that specifically provides countermeasures aimed at reducing
one (or more) common bicycle and/or pedestrian crash types. Countermeasures
can include physical changes to the bicycle/pedestrian environment (engineered
and constructed solutions), or education programs aimed at a particular audience
that may be susceptible to certain crash types. Be specific about what the program
would include, and how it would be implemented throughout a community. Include
an explanation of how you would propose to evaluate the effectiveness of your
program.
Part 2
Using the data provided for the case study location, Piedmont Park in Atlanta,
Georgia, developed some conclusions regarding the crash data obtained through
the State department of transportation (DOT) for 1995, 1996, and 1997 (see Figures
4.3 to 4.8). Cross-tabulations of crashes by time of day, location, and causation
factors are helpful in gaining insight into safety problems and possible countermeasures.
Data available for these type evaluations are often limited due to the low percentage
of reported pedestrian accidents and bicycle crashes. However, important information
can be obtained by a thorough analysis of available data.
Figure 4.1: Eight of the Most Common Pedestrian Crash Types.
Source: Pedestrian Crash Types - A 1990's Informational Guide, 1997.
Midblock - Other
Frequency: 584 cases, 10.8% of all crashes
Severity: 49% resulted in serious or fatal injuries
Description: The crash occurred at midblock, but does not conform to any of
the specified crash types.

Vehicle Turn/Merge
Description: The pedestrian and vehicle collided while the vehicle was preparing
to turn, in the process of turning, or had just completed a turn (or merge).
Frequency: 497 cases, 9.8% of all crashes
Severity: 49% resulted in serious or fatal injuries

Midblock Dash
Description: At midblock location, the pedestrian was struck while running and
the motorist's view of the pedestrian was not obstructed.
Frequency: 442 cases, 8.7% of all cases
Severity: 37% resulted in serious or fatal injuries

Not in Roadway
Description: The pedestrian was struck when not in the roadway. Areas included
parking lots, driveways, private roads, sidewalks, service stations, yards,
etc.
Frequency: 404 cases, 7.9% of all crashes
Severity: 28% resulted in serious or fatal injuries

Walking Along the Road
Description: The pedestrian was struck while walking (or running) along a road
without sidewalks. The pedestrian may have been: hitchhiking (15 cases), walking
with traffic and struck from behind (257 cases) or from the front (5 cases),
walking against traffic and struck from behind (76 cases or from the front (7
cases), walking along a road, but the details are unknown (15 cases).
Frequency: 375 cases, 7.4% of all crashes
Severity: 37% resulted in serious or fatal injuries

Intersection Dash
Description: The pedestrian was struck while running through an intersection
and/or the motorist's view of the pedestrian was blocked until an instant before
impact.
Frequency: 363 cases, 7.2% of all crashes
Severity: 34% resulted in serious or fatal crashes

Intersection - Other
Description: The crash occurred at an intersection but does not conform to any
of the specified crash types.
Frequency: 364 cases, 7.2% of all crashes
Severity: 42% resulted on serious or fatal injuries

Backing Vehicle
Description: The pedestrian was struck by a vehicle that was backing.
Frequency: 351 cases, 6.9% of all crashes
Severity: 23% resulted in serious or fatal injuries

Figure 4.2: Eight of the Most Common Bicycle Crash Types.
Source: Bicycle Crash Types - A 1990's Informational Guide, 1997.
Ride Out At Stop Sign
Description: The crash occurred at an intersection at which the bicyclist was
facing a stop sign or flashing red light.
Frequency: 290 cases, 9.7% of all crashes
Severity: 23% resulted in serious or fatal injuries

Drive Out At Stop Sign
Description: The crash occurred at an intersection which the motorist was facing
a stop sign.
Frequency: 277 cases, 9.3% of all crashes
Severity: 10% resulted in serious or fatal injuries

Ride Out At Intersection - Other
Description: The crash occurred at an intersection, signalized or uncontrolled,
at which the bicyclist failed to yield.
Frequency: 211 cases, 7.1% of all crashes
Severity: 16% resulted in serious or fatal injuries

Drive Out At Midblock
Description: The motorist was entering the roadway from a driveway or alley.
Frequency: 207 cases, 6.9% of all crashes
Severity: 7% resulted in serious or fatal injuries

Motorist Left Turn - Facing Bicyclist
Description: The motorist made a left turn while facing the approaching bicyclist.
Frequency: 176 cases, 5.9% of all crashes
Severity: 24% resulted in serious or fatal injuries

Ride Out At Residential Driveway
Description: The bicyclist entered the roadway from a residential driveway or
alley.
Frequency: 153 cases, 5.1% of all crashes
Severity: 24% resulted in serious or fatal injuries

Bicyclist Left Turn In Front of Traffic
Description: The bicyclist made a left turn in front of traffic traveling in
the same direction.
Frequency: 130 cases, 4.3% of all crashes
Severity: 28% resulted in serious or fatal injuries
Motorist Right Turn
Description: The motorist was making a right turn and the bicyclist was riding
in either the same or opposing direction.
Frequency: 143 cases, 4.7% of all crashes
Severity: 28% resulted in serious or fatal injuries
For the purpose of providing some general background on the case study location, the following descriptive information is provided:
Data provided for conducting a case study evaluation of pedestrian and bicycle conditions at Piedmont Park include the following information:
Part 3
Obtain pedestrian accident and bicycle crash data from your State DOT for a
particular roadway or area of interest. You should obtain a minimum of 3 years
of data in order to conduct your analysis of factors similar to those discussed
in the Piedmont Park case study location. Although local city agencies sometimes
maintain crash data, the State DOT is the most reliable source of available
data. Most States maintain their crash data in a computerized database system
and sorts of the data can be conducted on various field entries to list crashes
associated with either pedestrians or bicycles. These types of crashes will
only constitute a very small amount of the total crashes occurring along a roadway
and it may be useful to receive a full listing of all the crashes associated
with your location of interest.
DOT's may only maintain data along the more significant roadways and often do
not include subdivision/residential streets.
Most DOT personnel are very helpful and willing to work to get you the data you need. You should clearly explain your intentions, location of interest, and type of data that you would like to obtain. Submitting a request in writing is typically required so that your data request can be efficiently processed through their system. In addition to the crash data, you may need other information that will allow you to decode the crash data and to physically link the crash to a location on the roadway network. An accident/crash investigation manual is usually available that lists all of the coded entries used in creating aggregated crash tabulations. Also, a roadway features log is typically available to link milepost listings to physical map features such as intersections, bridges, and street names. In the initial phases of conducting an analysis of crashes, it is seldom necessary to access the actual crash reports. It is much more useful to utilize aggregated crash records that are available through the crash data system. Allow ample time for DOT personnel to accommodate your request within their day-to-day workload. Generally, data can be received in 2 to 3 weeks after submitting a request.
Text and graphics for this section were derived from the following sources:
Drake and Burden, Pedestrian and Bicyclist Safety and Accommodation Participant Workbook, NHI Course #38061, FHWA-HI-96-028, 1996.
Federal Highway Administration, Bicycle Crash Types: A 1990's Informational Guide, FHWA-RD-96-163, 1997.
Federal Highway Administration, Pedestrian and Bicycle Crash Types of the Early 1990's, Technical Summary, FHWA-RD-95-163, 1996.
Federal Highway Administration, Pedestrian Crash Types: A 1990's Informational Guide, FHWA-RD-96-163, 1997.
Figure 4.3 Bicycle Crash Locations

| Year | No. |
|---|---|
| 1995 | 5 |
| 1996 | 4 |
| 1997 | 5 |
| Total | 14 |
Figure 4.4 Pedestrian Accident Locations

| Year | No. |
|---|---|
| 1995 | 5 |
| 1996 | 8 |
| 1997 | 8 |
| Total | 21 |
Figure 4.5 Site Location Map

Figure 4.6 Piedmont Park Vicinity - Atlanta, Georgia
Tabulation of Pedestrian Accident Data
| No. | Route Roadway | Mile Post | Time | Month | Day | Year | Severity | Location | Type | Light Condition | Surface Condition |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1 | 10th Street | 1.78 | 23:29 | 06 | 13 | 1997 | Injury | Intersection | Pedestrian | Dark-Lighted | Dry |
| 2 | 10th Street | 1.78 | 13:54 | 08 | 25 | 1997 | Injury | Intersection | Pedestrian | Daylight | Dry |
| 3 | 10th Street | 1.87 | 23:01 | 06 | 19 | 1997 | Injury (2) | Intersection | Pedestrian | Dark-Lighted | Dry |
| 4 | 10th Street | 1.99 | 19:19 | 02 | 06 | 1997 | Injury | Intersection | Pedestrian | Dark-Lighted | Dry |
| 5 | 10th Street | 1.99 | 17:26 | 07 | 08 | 1997 | Injury | Intersection | Pedestrian | Daylight | Dry |
| 6 | 14th Street | 0.06 | 15:00 | 04 | 04 | 1997 | Injury | Intersection | Pedestrian | Daylight | Dry |
| 7 | 14th Street | 0.06 | 18:00 | 03 | 03 | 1997 | Injury | Intersection | Pedestrian | Daylight | Dry |
| 8 | 14th Street | 0.00 | 9:30 | 06 | 10 | 1997 | Injury | Intersection | Pedestrian | Daylight | Dry |
| 9 | Monroe Drive | 5.71 | 16:12 | 09 | 21 | 1996 | Injury | Roadway Segment | Pedestrian | Daylight | Wet |
| 10 | 10th Street | 2.43 | 15:45 | 09 | 07 | 1996 | Injury | Intersection | Pedestrian | Daylight | Dry |
| 11 | 10th Street | 1.78 | 19:50 | 07 | 04 | 1996 | Injury | Intersection | Pedestrian | Daylight | Dry |
| 12 | 10th Street | 1.78 | 22:05 | 07 | 13 | 1996 | Injury | Intersection | Pedestrian | Dark-Lighted | Dry |
| 13 | 10th Street | 2.01 | 21:30 | 06 | 29 | 1996 | Injury | Roadway Segment | Pedestrian | Dark-Lighted | Dry |
| 14 | 14th Street | 0.00 | 17:10 | 08 | 05 | 1996 | Injury | Intersection | Pedestrian | Daylight | Dry |
| 15 | 14th Street | 0.06 | 13:00 | 03 | 13 | 1996 | Injury | Intersection | Pedestrian | Daylight | Dry |
| 16 | Piedmont Avenue | 1.01 | 22:20 | 04 | 25 | 1996 | Injury | Intersection | Pedestrian | Dark-Lighted | Dry |
| 17 | Monroe Drive | 5.97 | 23:06 | 02 | 10 | 1995 | Injury | Intersection | Pedestrian | Dark-Lighted | Wet |
| 18 | 10th Street | 1.64 | 18:20 | 01 | 11 | 1995 | Injury | Roadway Segment | Pedestrian | Dusk | Dry |
| 19 | 10th Street | 1.87 | 17:25 | 02 | 08 | 1995 | Injury | Intersection | Pedestrian | Daylight | Dry |
| 20 | 10th Street | 1.99 | 21:00 | 10 | 17 | 1995 | Injury | Intersection | Pedestrian | Dark-Lighted | Dry |
| 21 | 10th Street | 1.99 | 02:23 | 01 | 21 | 1995 | Injury (2) | Intersection | Pedestrian | Dark-Lighted | Dry |
Crash data provided by Georgia Department of Transportation.
Figure 4.7 Piedmont Park Vicinity - Atlanta, Georgia
Tabulation of Bicycle Crash Data
| No. | Route Roadway | Mile Post | Time | Month | Day | Year | Severity | Location | Type | Light Condition | Surface Condition |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1 | Monroe Drive | 5.14 | 19:00 | 09 | 17 | 1997 | Injury | Intersection | Angle Intersecting | Daylight | Dry |
| 2 | 10th Street | 1.78 | 12:20 | 03 | 14 | 1997 | Injury | Intersection | Angle Intersecting | Daylight | Dry |
| 3 | 10th Street | 1.78 | 17:32 | 08 | 29 | 1997 | Injury | Intersection | Angle Intersecting | Daylight | Dry |
| 4 | 10th Street | 1.87 | 17:43 | 03 | 11 | 1997 | Injury | Intersection | Head On | Daylight | Dry |
| 5 | 14th Street | 0.00 | 18:10 | 12 | 17 | 1997 | Injury | Intersection | Angle Intersecting | Dark-Lighted | Dry |
| 6 | Monroe Drive | 4.85 | 01:15 | 05 | 05 | 1996 | Injury | Intersection | Rear End | Dark-Lighted | Dry |
| 7 | 10th Street | 1.78 | 15:33 | 12 | 18 | 1996 | PDO | Intersection | Sideswipe Same Dir | Daylight | Dry |
| 8 | 10th Street | 1.78 | 18:30 | 12 | 27 | 1996 | PDO | Intersection | Angle Intersecting | Dark-Lighted | Dry |
| 9 | 10th Street | 1.87 | 21:45 | 02 | 09 | 1996 | PDO | Intersection | Angle Intersecting | Dark-Lighted | Dry |
| 10 | Monroe Drive | 5.81 | 17:15 | 09 | 02 | 1995 | PDO | Roadway Segment | Angle Intersecting | Daylight | Dry |
| 11 | 10th Street | 1.78 | 12:22 | 02 | 23 | 1995 | Injury | Intersection | Angle Intersecting | Daylight | Dry |
| 12 | 10th Street | 1.99 | 16:40 | 09 | 29 | 1995 | Injury | Intersection | Angle Intersecting | Daylight | Dry |
| 13 | 10th Street | 1.99 | 17:50 | 08 | 03 | 1995 | Injury | Intersection | Angle Intersecting | Daylight | Dry |
| 14 | 14th Street | 0.00 | 17:45 | 09 | 11 | 1995 | Injury | Intersection | Rear End | Daylight | Dry |
PDO = Property Damage Only
Crash data provided by Georgia Department of Transportation.
Figure 4.8 Piedmont Park Vicinity - Atlanta, Georgia
Human Powered Transportation (HPT) Modes
HPT Usage Data Collected at Major Park Entrances
| Total for all intersection movements (1) | ||||||
|---|---|---|---|---|---|---|
| No. | Entrance Location | Time of Day | Bicyclists | Rollerbladers (2) | Pedestrians (3) | Total HPT Activity |
| 1(4) | Piedmont Ave. at 14th St. | 4:25 - 4:40 pm | 3 | 2 | 22 | 27 |
| 1(4) | Piedmont Ave. at 14th St. | 5:00 - 5:15 pm | 2 | 3 | 29 | 34 |
| 2 | Piedmont Ave. at 12th St. | 4:40 - 4:55 pm | 6 | 4 | 12 | 22 |
| 3 | 10th St. at Charles Allen Dr. | 5:20 - 5:35 pm | 3 | 6 | 42 | 51 |
| 4 | Park Ave. at Elmwood Dr. | 5:40 - 5:55 pm | 7 | 5 | 18 | 33 |
Notes:
Figure 4.9 Piedmont Park Vicinity - Atlanta, Georgia
Summary of Major Roadways
| No. | Entrance Location | Mileposts | No. of lanes | Speed Limit | 1997 ADT | Total Length (miles) |
|---|---|---|---|---|---|---|
| 1 |
Piedmont Ave. | 0.65 to 1.01 1.01 to 1.93 |
| 35 mph 35 mph | 11,700 26,400 | 1.28 |
| 2 | 10th Street | 1.56 to 2.68 | 4 | 35 mph | 20,420 | 1.12 |
| 3 | 14th Street Section 1 Section 2 | 0.00 to 0.23 0.00 to 0.06 | 4 4 | 35 mph 35 mph | 22,400 17,500 | 0.29 |
| 4 | Monroe Drive | 4.85 to 5.97 | 4 | 35 mph | 20,500 | 1.12 |