2011-2013 Traffic Crash Report

Transcription

Attachment 5A
AKRON METROPOLITAN AREA TRANSPORTATION STUDY
MEMORANDUM
TO:
Policy Committee
Technical Advisory Committee
Citizens Involvement Committee
FROM:
AMATS Staff
RE:
Traffic Crashes 2011-2013 Technical Memorandum
DATE:
September 10, 2014
The attached Traffic Crashes 2011-2013 technical memorandum has been updated from previous
versions and is now divided into two sections. The first section is location oriented and similar to
previous crash memos. All crashes that occurred on non-freeway roadways in the AMATS study
area were analyzed. All the segments and intersections that meet the minimum criteria of ten or
more crashes and a crash rate of one or more within the three-year period being studied are
listed. This is also the minimum criterion required for a project to be considered for funding
under ODOT’s Highway Safety Program.
The crash locations are ranked by a composite score. The composite score is derived from where
the location ranks according to number of crashes, crash rate, and severity. Tables one and two
list all the segments and intersections according to their composite score.
The second section of the crash memo focuses on bicycle and pedestrian crashes. These crashes
tend to occur more randomly and are usually not concentrated at specific locations. Therefore
this section of the memo is trend oriented. It highlights some of the characteristics of all the
bicycle crashes and all the pedestrian crashes.
The Staff requests that the attached technical memorandum be approved by motion as
documentation of work completed. Once this memorandum has been approved, local
governments may use it as an initial step in the process of applying for Highway Safety Program
funds through ODOT or planning bicycle and pedestrian improvements.
More information about crashes, including bicycle and pedestrian, at any specific location or for
any community can be requested.
TECHNICAL MEMORANDUM
TRAFFIC CRASHES
2011-2013
September 2014
Akron Metropolitan Area Transportation Study
806 CitiCenter Bldg./146 S. High St./Akron, Ohio 44308-1423
Phone: (330) 375-2436
FAX: (330) 375-2275
This report was prepared by the Akron Metropolitan Area Transportation Study (AMATS) in cooperation with
the U.S. Department of Transportation, the Ohio Department of Transportation, and the Village, City and
County governments of Portage and Summit Counties and Chippewa and Milton Township in Wayne County.
The contents of this report reflect the views of AMATS, which is responsible for the facts and accuracy of the
data presented herein. The contents do not necessarily reflect the official view and policies of the Ohio and/or
U.S. Department of Transportation. This report does not constitute a standard, specification or regulation.
Traffic Crashes
2011 - 2013
Section 1: All Crashes
Overview
Over the past decade the number of crashes and injuries has been steadily declining in the AMATS area
and statewide. However over the past three years that this memo covers the number has remained nearly
steady. It should be noted that there have been two changes that have affected the total number of crashes
being analyzed.
•
•
Beginning in 2013, police agencies do not have to report crashes where there are no injuries and the
damage to a vehicle is less than $1,000.
The addition of Milton Township and the city of Rittman to the AMATS study area. This new study
area added 441 additional crashes over the three year period.
Between the years of 2011 and 2013, AMATS extracted 54,838 records from the Ohio Department of Public
Safety (ODPS). Crashes that do not relate to the characteristics of the roadway are removed.
•
•
2,664 animal related crashes
813 construction zone crashes
The remaining 51,361 crashes were then separated into those that occur on roadway sections,
intersections, and freeways.
•
•
•
19,291 roadway section crashes
23,666 intersection crashes
8,404 freeway related crashes.
The following graph shows the number of crashes and injuries (with animal and construction zone removed)
in the AMATS area since 2002.
23,117
22,844
22,273
20,812
18,853
19,394
This Report
18,644
16,454
16,929
17,143
16,778
17,440
All Crashes
6,292
2002
6,001
2003
Injury Crashes
5,658
2004
5,448
2005
4,992
4,987
4,885
2006
2007
2008
4,126
4,248
4,394
4,347
4,510
2009
2010
2011*
2012
2013
* In 2011 Milton Twp and Rittman crash data was added
1
Methodology
The first step in producing a list of high crash roadway sections and intersections is identifying the locations
that meet the minimum thresholds based on number of crashes.
.
• The criteria for roadway sections is 10 or more crashes per mile per year.
• The criteria for intersections is 10 or more crashes in the three-year period.
Once this initial group of high crash locations is identified a crash rate is calculated. The crash rate takes
into account the average daily traffic volume. For example, ten crashes per year at a location that averages
1,000 vehicles per day has a worse crash rate than ten crashes per year at a location that averages 30,000
vehicles per day. The formula is given in the Appendix.
•
A minimum crash rate of 1.0 is required for a roadway section or an intersection to be included in the
list of high crash locations.
Next the severity index is calculated for locations that meet the minimum number of crashes and crash rate.
The severity index is a ratio of how many fatal and injury crashes happen compared to total crashes. This
measure is useful when determining which locations should have priority in order to not only reduce crashes
but to also reduce fatalities and injuries. The formula is given in the Appendix.
Finally a composite score is calculated based on how a location scores according to number of crashes,
crash rate and severity index. This score defines the final rank of the location.
High Crash Sections
A section is defined as a length of roadway between two logical termini such as an intersection with another
roadway. The length of a section is usually between 0.5 miles in an urban area to a maximum of 4.0 miles
in a rural area. All roads in the AMATS area were considered, including those that are not federally
classified.
•
AMATS has identified 124 high crash roadway sections.
•
Table 1 lists the 124 high-crash roadway sections ranked by composite score. Map 1 shows the
location of the top 50 high-crash sections.
High Crash Intersections
Crashes that occur within a radius of 0.05 miles (260 feet) from the center of an intersection and involve at
least two vehicles are considered an intersection related crash. All intersections in the AMATS area were
considered, including those that were not federally classified.
•
AMATS has identified 271 intersections that have a minimum of 10 crashes and a crash rate of one
or more over the three-year period.
•
Table 2 lists the 271 high-crash intersections ranked by composite score. Map 2 shows the location
of the top 50 high-crash intersections.
2
High Crash Freeway Locations
The analysis of freeway crashes in the AMATS area is done by the central office of the Ohio Department of
Transportation (ODOT) in Columbus.
•
A freeway is defined as a limited access divided highway. This includes all state routes with
interstate characteristics such as SR 8 and SR 21.
ODOT’s analysis of freeways is done using methodology from the recently released Highway Safety
Manual. The freeway system is divided into rural and urban and is analyzed by examining segments that
are one-tenth of a mile long. There were 83 freeway locations in the AMATS area that had a “higher than
predicted crash frequency”. ODOT only considers the top 50 rural and top 50 urban locations statewide for
further study.
•
Only eight freeway locations in the AMATS area appeared on the top 50 lists and four of those were
on the Ohio Turnpike. The other four are shown on the map below along with their statewide rank.
3
Section 2: Bicycle and Pedestrian Crashes
Overview
As biking and walking becomes a more popular and viable means of transportation, there is growing
concern about the safety of bike riders and pedestrians. Determining how and where these incidents occur
can help plan for future bike lanes, sidewalks, lighting, and educational outreach. Bike and pedestrian
related crashes tend to happen more randomly and usually do not have the characteristic of being
concentrated at specific locations like other vehicular crashes. Because of this it is sometimes more
practical to make improvements system wide or to a corridor rather than to a specific location.
The Ohio Revised Code considers a bicycle a slow moving vehicle and generally speaking is subject to the
same laws and responsibilities as a motor vehicle. Bike riders can be issued a citation if they are guilty of
breaking laws. Local governments have the ability to make some of their own rules and laws which may be
inconsistent between communities.
Education is an important tool to help curb bike and pedestrian related crashes. Many bike riders and
pedestrians, especially those under the driving age, may not be aware of the rules that they must observe.
Bike and pedestrian related crashes have a high percentage of injuries.
•
Out of the 349 bicycle related crashes that occurred between 2011 and 2013, 281 or nearly 80% of
them resulted in an injury and two of them in a fatality.
•
There were 488 pedestrian related crashes in this same time period with 430 or 88% of them
resulting in an injury and 13 of them in a fatality.
By comparison slightly over 25% of all vehicular crashes for the same three year period resulted in an injury.
Methodology
The bicycle or pedestrian crashes were already part of the data that was extracted from the Ohio
Department of Public Safety for the first section of this memo. The bicycle and pedestrian crashes were
pulled from the data and a complete police report was downloaded for each crash. The police report was
important because it showed a crash diagram and description of what happened. Data from the police
reports was compiled and used to identify trends and patterns.
The following pages highlight some of the trends for bicycle and pedestrian related crashes.
4
Bicycle Related Crashes
Bicycle Related Crashes by Year
119
123
117
111
113
113
105
104
89
89
83
88
81
88
Bike Related Crashes
Injuries
Fatalities
1
0
1
0
2
0
0
2007
2008
2009
2010
2011
2012
2013
Bicycle related crashes fluctuate up and down slightly over the years. The number of crashes and injuries
were steady between 2011 and 2012 and then were up some in 2013. Between 2011 and 2013 there were
349 bicycle related crashes with 281 injuries and two fatalities.
Ages of Bike Riders Involved
160
144
140
120
100
80
60
51
42
41
40
30
27
12
20
3
0
10 and under
11‐20
21‐30
31‐40
41‐50
51‐60
61‐70
Not Given
The 11-20 age group was involved in the most incidents. A more detailed look at that age group revealed
that 12 year olds were in 22 incidents, the most of any single age.
5
Location
250
238
30
200
Fault Unknown
Bicyclist at Fault
150
Vehicle at Fault
130
100
50
68
5
44
41
22
8
19
17
Non‐intersection
Driveway
78
0
Intersection
Most bicycle related crashes occur at intersections (nearly 69%). Bicycle riders are at fault in nearly 55% of
the incidents. Sometimes bike riders, especially younger ones, do not obey stop signs and traffic signals.
Often a vehicle does not see a bicycle and turns into it. Many times a driver is not expecting a bicycle in the
crosswalk or misjudges its speed. If a bicycle rider is biking against traffic a driver may not look that
direction when turning.
Fault/Citation
200
180
160
140
120
100
80
60
40
20
0
190
Crashes
117
Citation Issued
43
44
Bike Rider
67
2
Vehicle Driver
Fault Unknown
It is important to distinguish between fault and citation. In most cases one of the units is at fault for causing
a crash. A citation is a ticket issued by the police officer if they felt the unit at fault actually broke a law.
The graph above shows that in 190 or 54% of the incidents the bike rider was at fault but most of the time
they were not issued a citation. Sometimes this was because they were a minor or didn’t actually break any
written laws. By comparison a higher percentage of drivers, nearly 58%, were cited for an improper action
when they were at fault. Sometimes the fault was hard to determine because one of the units left the scene
or the report was filed at the police station.
6
Primary Types of Bicycle Related Crashes and Fault
The following graph shows the types of bicycle related crashes that occurred and who was considered at fault
according to the police reports. Regardless of fault, two actions that contributed to many of the bike related crashes
was riding against traffic (100 crashes) and riding on the sidewalk (113 crashes).
Bike crossed in front of vehicle in crosswalk
Bike crossed/turned in front of vehicle*
59
30
13
16
4
49
Bike hit side of vehicle*
4
43
Bike hit by vehicle entering/exiting drive/street
29
8
11
Bike ran stop sign/red light, hit side of vehicle
22
22
Vehicle hit bike from behind 1 4
48
28
28
Bike ran stop sign/red light, hit by vehicle
6
18
13
Bike Rider at Fault
Fault Unknown
Vehicle sideswiped bike
Vehicle turned left in front of bike
12
1 3
8
Vehicle ran stop sign.red light and hit bike
8
2
14
4
8
Head on with vehicle
5
1
Vehicle and bike turned into each other
2 2
4
3
15
13
2
Miscellaneous
Bike sideswiped vehicle
16
6
3
* Occurred at intersections, segments, and driveways
7
Vehicle at Fault
53
53
Pedestrian Related Crashes
Pedestrian Related Crashes by Year
178
170
160
151
122
147
149
127
125
157
153
134
136
Pedestrian Crashes
Injuries
104
Fatalities
6
5
8
5
6
5
2
2007
2008
2009
2010
2011
2012
2013
Similar to bike related crashes, the number of pedestrian related crashes are up and down slightly over the
years. There was a small decrease between 2011 and 2012 with barely any change between 2012 and
2013. Between 2011 and 2013 there were 488 pedestrian related crashes with 430 injuries and 13
fatalities.
Ages of Pedestrians Involved
140
129
120
100
90
80
67
53
60
40
60
39
27
16
20
7
0
10 and under
11‐20
21‐30
31‐40
41‐50
51‐60
61‐70
71 and over
Not Given
The 11-20 age group was again involved in the most incidents. A closer look at the 11-20 age group
revealed that 17 year olds and 19 year olds tied for most incidents with 18 each.
8
Location
250
200
227
225
41
50
Fault Unknown
51
150
Pedestrian at Fault
108
Vehicle at Fault
100
126
50
36
10
11
15
76
0
Mid‐Block
Intersection
Driveway
Pedestrian crashes are almost evenly split between intersections and mid-block. Pedestrians are at fault in
most mid-block crashes are while vehicles are at fault in most intersection crashes.
Fault
217
170
101
Crashes
Citation Issued
120
60
14
Vehicle Driver
Pedestrian
Fault Unknown
The vehicle driver was at fault in 217 or 44% of the pedestrian related crashes. A citation was issued to the
driver 55% of the time. The pedestrian was at fault in 170 or 35% of the crashes and received a citation
35% of the time. The most common action by a pedestrian was darting out in front of a vehicle. In 21% of
the crashes the fault was hard to determine because either the vehicle or pedestrian left the scene or
witnesses gave conflicting stories. Nearly 38% of the pedestrian related crashes occurred in dark
conditions and many times the pedestrian was wearing dark clothing.
9
Primary Types of Pedestrian Related Crashes and Fault
The following graph shows the types of pedestrian a related crash that occurred and who was considered at fault
according to the police reports.
Hit ped crossing street at intersection
Hit ped crossing street mid-block
Hit ped walking or running on roadway
Hit ped while entering/exiting
driveway/parking lot
Miscellaneous
Vehicle departed roadway and hit
pedestrian
Hit ped at disabled vehicle
7 13
89
13
15
8 8
17
7 11 11
16
117
43
45
19
109
47
33
29
16
Pedestrian at Fault
12
Fault Unknown
12
Vehicle at Fault
Hit ped standing in roadway 525 12
Insufficient info
101 11
Hit ped working in roadway 2 6 8
Hit ped on skateboard/rollerblades 33 6
10
205
Summary
AMATS is committed to following a planning process that recognizes the importance of safety. This is
accomplished by incorporating the results of safety studies into the development of transportation
recommendations for the Regional Transportation Plan and used as evaluation criteria for selecting projects
for funding. The Traffic Crashes 2011-2013 technical memorandum was developed to further this goal by
identifying locations and trends.
•
The total number of crashes (without animal and construction zone crashes) remained nearly the
same in 2011 and 2012 and increased slightly in 2013.
•
The locations identified in this technical memorandum meet the minimum criteria that ODOT has
established to define a high-crash location.
•
The locations listed in this memorandum may be used by a community as a first step in the process
of applying for federal Highway Safety Program funding through ODOT.
The Ohio Revised Code considers a bicycle a slow moving vehicle and generally speaking is subject to the
same laws and responsibilities as a motor vehicle. Many drivers are not used to sharing the road with bike
riders. And as biking gains momentum and cyclists start using roads more, the potential for vehicle/bike
conflicts increase. Education, for bike riders, pedestrians, and drivers could have a significant impact on
safety as these transportation alternatives become popular.
Younger bike riders and pedestrians are more likely to be involved in an accident. Many times they are not
aware of rules they should be following. Although a bike rider may feel safer on a sidewalk, in reality it may
actually be more dangerous because drivers are not expecting a cyclist to be there. Another issue is cyclists
riding against traffic. The opposite direction rule may apply to pedestrians but not bike riders. Often a driver
does not expect a bike to be coming from the opposite direction.
11
Table 1
HIGH CRASH ROADWAY SECTIONS
RANKED BY COMPOSITE SCORE
2011-2013
12
Rank
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
33
35
36
37
38
39
40
41
41
43
44
45
46
47
48
49
50
51
52
Roadway Section
M.L. King Blvd (SR 59)
Manchester Rd (SR 93)
Exchange St
Howe Ave
Water St
SR 14/44
Canton Rd (SR 91)
Medina Rd (SR 18)
Main St
Wooster Rd N
Brittain Rd
Arlington Rd
SR 44
Broad Blvd
Main St (SR 91)
Portage Path
Main St (SR 59)
Wooster Rd N (SR 619 part)
Diagonal Rd
Canton Rd (SR 91)
Main St (SR 59)
Canton Rd (CR 66)
Market St (SR 18)
Copley Rd (SR 162)
Market St (SR 18)
Massillon Rd (SR 241)
Darrow Rd (SR 91)
Graham Rd
Howe Ave
Main St (SR 59)
Maple St
Waterloo Rd
SR 59
SR 14
SR 59
Buchtel Ave
Darrow Rd (SR 91)
Graham Rd
Arlington St
Steels Corners Rd
Portage Trail
Water St (SR 43)
River St (SR 43)
Waterloo Rd
Cuyahoga Falls Ave
High St (SR 261)
SR 14
Exchange St (SR 261 part)
Main St (SR 91)
Market Square
Main St
From
W Market St (SR 18) overpass
Carnegie Ave
Rhodes Ave
Cuyahoga Falls Corp Line
Haymaker Pkwy (SR 59)
SR 59
Akron South Corp Line
I-77
Water St
Wooster Rd W
E Tallmadge Ave (SR 261)
Turkeyfoot Lake Rd (SR 619)
Tallmadge Rd (CR 18)
Second St
Munroe Falls Ave
Merriman Rd
Horning Rd
State St
Frederick Blvd
Waterloo Rd (US 224)
Willow St
Sanitarium Rd (CR 136)
Cleveland-Massillon Rd
St Micheals
Ghent Rd
Boettler Rd
E Highland Rd
Hudson Dr
Main St
Freedom St (SR 88)
Glendale Ave
S Main St
Alpha Dr
SR 303 (East Intersection)
SR 261
E Market St (SR 18)
Kent Rd (SR 59)
Fishcreek Rd
E Waterloo Rd
Stow West Corp Line
Second St
SR 261
Brown St
N Main St
E Market St (SR 18)
I-480 ramp to Turnpike
Robinson Ave
Dart Ave
Streetsboro St (SR 303)
SR 303
Bartges St
To
N Broadway St
Waterloo Rd
Dart Ave
Main St
E Main St
SR 5
Triplett Blvd
Cleveland-Massillon Rd (CR 17)
Willow St
Hopocan Ave
Independence Ave
Green North Corp Line
I-76
Newberry St
N River Rd
Portage Trail
Kent East Corp Line
Barberton Corp Line
S Hawkins Ave
Akron South Corp Line
Luther Av
Smith Rd
S Hawkins Ave
Miller Rd
Aurora Rd (SR 82)
Silver Lake West Corp Line
Buchholzer Blvd
SR 14/SR 44
W Market St (SR 18)
Brown St
SR 261
Diagonal Rd
Brady Lake Rd (CR 162)
N Arlington St
Stow Rd
Stow East Corp Line
E Wilbeth Rd (SR 764)
Hudson Dr
Newberry St/Munroe Falls Ave
Cherry St
W Main St
S Arlington St
Front St
SR 303 (West Intersection)
Carnegie Ave
S Main st
Aurora St
SR 43
Exchange St
Length
(miles)
0.18
0.44
0.53
0.23
0.17
0.39
0.33
0.70
0.27
0.41
0.61
0.95
0.63
0.29
0.39
0.28
0.50
0.77
0.16
0.72
0.42
1.02
0.57
0.49
0.30
1.01
0.95
0.44
0.69
0.75
0.27
0.87
0.41
2.01
2.55
0.28
0.63
0.66
0.70
0.85
0.29
0.48
0.21
1.00
0.99
0.16
1.62
1.04
0.55
0.15
0.72
0.54
Average
Daily
Total
Crash Severity Composite
Traffic Crashes Rate
Index
Score
Location
18,385
48
13.2
1.9
2.6
Akron
22,410
49
4.5
1.8
16.9
Akron
8,770
59
11.6
1.6
18.8
Akron
36,670
68
7.4
1.5
20.2
Cuyahoga Falls
5,260
12
12.3
1.7
21.8
Kent
18,660
30
3.8
1.8
23.8
Ravenna Twp
20,040
32
4.4
1.7
24.9
Akron
30,650
116
4.9
1.5
25.3
Copley Twp
9,070
32
11.9
1.4
26.4
Kent
9,265
24
5.8
1.8
26.8
Barberton
13,985
35
3.7
2.0
30.2
Akron
20,305
136
6.4
1.4
30.4
Green
14,780
43
4.2
1.7
31.0
Rootstown Twp
16,170
74
14.4
1.3
32.7
Cuyahoga Falls
18,370
37
4.7
1.5
32.8
Munroe Falls
18,620
20
3.5
1.7
33.4
Akron
17,350
37
3.9
1.6
34.3
Kent
19,030
50
3.1
1.9
34.9
Barberton
5,000
7
8.0
1.9
35.1
Akron
18,950
50
3.3
1.7
35.8
Springfield Twp
21,790
65
6.5
1.3
35.9
Kent
20,415
78
3.4
1.6
38.0
Springfield Twp
30,500
67
3.5
1.5
38.2
Fairlawn
13,520
25
3.4
1.8
39.7
Akron
27,380
35
3.9
1.4
39.8
Fairlawn
21,413
151
6.4
1.3
40.2
Green
25,305
90
3.4
1.5
40.4
Twinsburg
28,680
61
4.4
1.4
40.7
Stow
22,540
78
4.6
1.4
41.4
Cuyahoga Falls
12,000
40
4.1
1.6
42.8
Ravenna
4,710
11
7.9
1.7
43.1
Akron
13,485
41
3.2
2.0
43.6
Akron
17,350
31
4.0
1.4
44.4
Franklin Twp
21,130
141
3.0
1.6
44.4
Streetsboro
17,100
135
2.8
1.9
44.5
Ravenna Twp
5,320
10
6.1
2.0
45.8
Akron
21,770
43
2.9
1.7
46.3
Stow
11,870
44
5.1
1.4
47.5
Stow
14,830
34
3.0
1.8
47.7
Akron
21,840
62
3.1
1.5
47.9
Stow
18,960
26
4.3
1.3
48.6
Cuyahoga Falls
14,400
33
4.4
1.4
48.6
Kent
4,250
11
11.3
1.4
49.1
Kent
15,180
48
2.9
1.8
51.3
Akron
12,660
46
3.4
1.7
52.8
Akron
6,210
10
9.2
1.0
53.9
Akron
32,730
112
1.9
1.7
54.2
Streetsboro
21,315
56
2.3
1.7
54.5
Coventry Twp
10,317
23
3.7
1.7
54.8
Akron
17,590
9
3.1
1.4
54.9
Hudson
7,670
32
5.3
1.4
56.8
Streetsboro
5,150
27
8.9
1.3
57.0
Akron
Table 1
2011-2013
13
Rank
53
54
55
56
57
58
58
60
61
61
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
101
103
104
Roadway Section
Kent Rd (SR 59)
Medina Rd (SR 18)
Wooster Rd W
Aurora Rd (SR 82)
Market St (SR 18)
Market St (SR 18)
Hill St/E Buchtel Ave
Arlington Rd (CR 15)
High St (SR 261)
Merriman Rd/Riverview Rd
5th St SE (SR 619)
M.L. King Blvd/Perkins St (SR 59)
Buchtel Ave
SR 43
Main St
Market St (SR 18)
SR 59
Main St (SR 59)
Aurora Rd (SR 82)
Main St
Main St
Market St (SR 18)
SR 14/44
Darrow Rd / S Main St (SR 91)
SR 5/44
Main St
Wooster Rd W
Main St
SR 43
Franklin Ave
Market St (SR 18)
Broadway St
Aurora Rd (SR 82)
SR 43
SR 14
Main St (SR 59)
Market St (SR 18)
Tallmadge Ave (SR 261)
Main St (SR 59)
Wooster Rd N
Arlington St (SR 764 part)
Copley Rd (SR 162)
Tallmadge Ave (SR 261)
Mantua St (SR 43)
Brittain Rd
Graham Rd
Exchange St
Vernon Odom Blvd (SR 261)
Brown St
From
State St (CR 162)
Fishcreek Rd
S Hametown Rd (CR 253)
31st St
SR 8
Miller Rd
Merriman Rd
University Ave
Green North Corp Line
E Exchange St
N Portage Path
Barberton Corp Line
N Broadway St
Fountain St
SR 303
Mantua St
Seiberling St
Brady Lake Rd (CR 162)
Kent West Corp Line
Boston Mills Rd
Olde Eight Rd
Exchange St
S Broadway St
Portage Path
Ravenna NE Corp Line
Summit County Line
Hudson Dr
I-76
E Tallmadge Ave
14th St NW
Bowery St
W Summit St
Sand Run Rd
S Main St
N Bedford Rd
Kent North Corp Line
Cleveland Rd (CR 171)
Diamond St
Smith Rd
N Main St
Spaulding Dr
Norton Ave
Collier Rd
Gorge Blvd
Eastwood Ave
Oakwood Dr/Wyoga Lake Rd
S Broadway St (SR 261)
Romig Rd
To
Robinson Ave (CR 54)
Stow East Corp Line
I-77
14th St NW
N Bedford Rd
Fairlawn East Corp Line
Maple St
S Union St
Killian Rd (CR 135)
E Market St (SR 18)
Smith Rd
Robinson Ave
N Adolph Ave
E Market St (SR 18)
Frost Rd
Water St
Mogadore Rd
Ravenna West Corp Line
Spaulding Dr
Main St (SR 91)
SR 8
Bowery St
Bartges St
Merriman Rd
SR 59
Sunnybrook Rd (CR 11)
Prospect St
E Cuyahoga Falls Ave
Wooster Rd N
I-76
E Main St
Hawkins Ave
Bartges St
Macedonia East Corp Line
Streetsboro South Corp Line
Infirmary Rd (CR 164)
Sycamore St
Ghent Rd
Gorge Blvd
Longmere Dr
State St
E Archwood Ave
St Micheals
Home Ave
W Main St
Hudson Dr
Spicer St
S Hawkins Ave
E Archwood Ave
Length
(miles)
0.89
0.35
0.89
1.01
0.72
0.68
0.72
0.33
0.62
0.66
0.99
0.81
0.61
0.41
1.51
0.23
0.82
0.45
0.28
0.54
0.82
0.35
0.96
0.59
1.00
1.07
1.22
0.44
0.36
0.76
0.44
0.52
0.27
1.12
0.94
1.71
2.40
0.47
0.37
0.71
0.57
0.50
0.50
0.49
0.50
0.59
0.19
1.18
0.71
0.76
0.77
0.47
Average
Daily
Total
Index
Score
Location
14,640
44
3.1
1.5
57.6
Coventry Twp
18,930
17
2.3
1.7
58.5
Stow
27,030
58
2.2
1.6
59.1
Copley Twp
13,313
50
3.4
1.4
59.9
Barberton
24,920
47
2.4
1.5
60.2
Macedonia
21,960
49
3.0
1.3
60.9
Fairlawn
20,717
36
2.2
1.7
60.9
Akron
9,963
15
4.2
1.4
61.1
Akron
17,570
42
3.5
1.3
61.2
Springfield Twp
8,903
34
5.3
1.2
61.2
Akron
15,210
42
2.5
1.8
61.8
Akron
9,205
31
3.8
1.6
62.7
Barberton
17,480
27
2.3
1.7
62.9
Akron
5,020
13
5.8
1.6
64.8
Akron
20,140
68
2.0
1.8
66.2
Streetsboro
10,515
10
3.8
1.4
66.4
Kent
9,337
30
3.6
1.6
66.5
Akron
12,710
18
2.9
1.7
66.7
Ravenna Twp
20,455
16
2.6
1.4
67.5
Kent
16,630
29
2.9
1.3
68.4
Hudson
16,700
46
3.1
1.3
68.8
Macedonia
6,855
15
5.7
1.3
70.4
Akron
11,877
34
2.7
1.7
71.5
Akron
15,840
30
2.9
1.3
72.8
Akron
16,240
38
2.1
1.7
73.3
Ravenna Twp
11,580
39
2.9
1.6
74.1
Brimfield Twp
21,120
65
2.3
1.4
74.1
Hudson
22,690
18
1.6
1.8
74.5
Rootstown Twp
13,170
12
2.3
1.8
74.7
Akron
11,813
32
3.3
1.4
74.8
Barberton
7,970
14
3.6
1.6
75.2
Akron
10,870
21
3.4
1.4
75.3
Brimfield Twp
4,940
10
6.8
1.2
76.8
Kent
23,797
60
2.1
1.4
77.2
Akron
12,057
35
2.8
1.5
78.1
Akron
13,360
67
2.7
1.5
78.3
Macedonia
15,320
85
2.1
1.7
79.5
Franklin Twp
16,520
16
1.9
1.9
79.6
Ravenna Twp
14,690
18
3.0
1.1
80.0
Ravenna
21,930
32
1.9
1.5
80.4
Fairlawn
16,040
22
2.2
1.5
80.9
Akron
20,460
23
2.1
1.4
81.4
Kent
12,240
15
2.2
1.8
81.7
Barberton
17,393
24
2.6
1.3
82.0
Akron
12,090
16
2.4
1.6
82.7
Akron
16,870
23
2.1
1.5
83.5
Akron
6,320
6
4.6
1.3
85.6
Kent
12,757
36
2.2
1.7
85.7
Akron
23,930
32
1.7
1.4
85.8
Stow
21,317
34
1.9
1.4
85.8
Akron
14,685
29
2.3
1.4
87.0
Akron
6,155
15
4.7
1.1
88.5
Akron
Table 1
2011-2013
Rank
105
106
107
108
108
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
Roadway Section
State Rd
Summit St
South St
Miller Rd
Mantua St (SR 43)
Market St (SR 18)
Market St (SR 18)
Gougler Ave (SR 43)
Main St / Darrow Rd (SR 91)
SR 43
Cleveland-Massillon Rd
Water St (SR 43)
Wooster Rd W
Chillicothe Rd (SR 43)
Main St (SR 303)
Tallmadge Ave/West Ave (SR 261)
Kent Rd (SR 59)
Copley Rd (SR 162)
Kent Rd (SR 59)
Haymaker Pkwy (SR 43/59)
From
Portage Trail
S Lincoln St
Wolf Ledges Pkwy/Bellows St
Ridgewood Rd
Gougler Ave
E Buchtel Ave
Forge St
W Main St
Aurora St
Frost Rd
I-77
Cherry St
Johnson Rd
Aurora-Hudson Rd
Riverview Rd
Brittain Rd
Stow West Corp Line
S Hawkins Ave
Darrow Rd (SR 91)
S Mantua Ave (SR 43)
To
Graham Rd
Loop Rd
Brown St
W Market St (SR 18)
Kent North Corp Line
E Exchange St
E Buchtel Ave
N Mantua St
Valley View Rd
Streetsboro North Corp Line
Elgin Rd
31st St
Aurora Rd (SR 43)
Locust St/Akron-Peninsula Rd
Tallmadge Circle
Darrow Rd (SR 91)
Storer Ave
Fishcreek Rd
S Water St (SR 43)
Length
(miles)
0.27
1.03
0.49
0.98
1.02
0.53
0.60
0.30
0.97
1.02
0.53
0.72
0.29
0.43
0.36
1.26
0.57
0.69
2.22
0.30
Average
Daily
Total
Index
Score
Location
21,530
13
2.0
1.3
89.0
Cuyahoga Falls
12,525
37
2.6
1.4
89.8
Kent
7,670
17
4.1
1.0
89.9
Akron
23,120
46
1.9
1.3
90.5
Akron
19,630
40
1.8
1.5
90.5
Kent
10,000
16
2.8
1.5
90.6
Akron
16,930
21
1.9
1.6
91.2
Akron
8,270
10
3.7
1.2
92.3
Kent
13,870
32
2.2
1.5
92.8
Hudson
14,700
32
1.9
1.6
92.9
Streetsboro
17,660
20
2.0
1.4
93.5
Fairlawn
15,820
30
2.4
1.1
93.9
Kent
12,090
9
2.3
1.4
95.1
Barberton
19,150
16
1.8
1.4
100.1
Aurora
8,830
11
3.2
1.0
103.0
Peninsula
14,917
44
2.1
1.3
104.2
Tallmadge
15,360
20
2.1
1.3
105.8
Stow
15,555
22
1.9
1.4
108.4
Akron
17,510
76
1.8
1.3
108.9
Stow
22,145
11
1.5
1.2
111.4
Kent
14
0
4
1
2
3
NORTHFIELD
MACEDONIA
(
i
&
%
÷
?
Miles
4
REMINDERVILLE
(
n
&
%
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AURORA
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RICHFIELD
PENINSULA
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BOSTON
HEIGHTS
HUDSON
STOW
SILVER
LAKE
15
FAIRLAWN
AKRON
BRADY
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RAVENNA
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MUNROE
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WINDHAM
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SUGAR BUSH KNOLLS
CUYAHOGA FALLS
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STREETSBORO
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GARRETTSVILLE
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Map 1
TOP 50
HIGH CRASH SECTIONS
2011-2013
High Crash Roadway Sections
÷
A
É
?
Table 2
HIGH CRASH INTERSECTIONS
2011-2013
Approach
Ave. Daily
16
Rank
1
2
3
4
5
5
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
Street
E Market St (SR 18)
S Arlington St
Martin Luther King Jr Blvd (SR 59)
Darrow Rd (SR 91)
N Main St (SR 261)
S Maple St (SR 162)
Bailey Rd/Brittain Rd
E Waterloo Rd (US 224)
W Cedar St
SR 14/303
SR 261
Fishcreek Rd
S Broadway St
Howe Ave
W Portage Trail
S Main St
Canton Rd (SR 91)
SR 14/44
Tallmadge Circle
Prospect Rd (CR 74)
Brittain Rd
N Howard St
Bartges St
W Exchange St (SR 261)
Aurora Rd (SR 82)
Brown St
S Main St
S Main St
Broad Blvd/Tallmadge Rd
S Maple St (SR 162)
Dart Ave
W Exchange St
W Cedar St (SR 261)
N Wooster Rd (SR 619)
Medina Rd (SR 18)
SR 585
South St
W Cedar St (SR 261)
S Water St (SR 43)
E Summit St
S Arlington St
Bellows St
Cleveland Massillon Rd (CR 17)
Intersecting Street
Mogadore Rd/I-76 EB Exit Ramp
E Waterloo Rd
Canton Rd (CR 66)
W Waterloo Rd
N Howard St/N Main St
Graham Rd
Brittain Rd
Rhodes Ave
Howe Ave/Northwest Ave/Tallmadge Rd
Geroge Washington Blvd (SR 241)
Dart Ave
SR 43
Franklin Ave/Sunnybrook Dr
Graham Rd
E South St
Main St
State Rd
Waterloo Rd
Mogadore Rd
N Freedom St (SR 88)
Summit Rd St (CR 148)
Eastland Ave/Eastwood Ave
North St
S Main St
Locust St (SR 261)
S Bedford Rd/Freeway Dr
E Waterloo Rd
Thornton St
E Voris St
Newberry St
W Cedar St
Euclid Ave
Home Ave
Dart Ave
E Exchange St
W Bowery St
State St (SR 619)
Crystal Lake Rd/Montrose West Ave
Eastern Rd
Bellows St/Wolf Ledges Pkwy
Locust St (SR 261)
SR 261
S Lincoln St
E Archwood Ave
E Crosier St
I-77 NB Exit Ramp
Total
Traffic
Crashes
20,980
56
23,960
55
38,120
92
25,420
63
29,680
55
41,210
103
26,890
57
26,180
60
13,590
31
30,670
94
31,940
77
11,780
47
48,400
120
11,850
28
28,080
74
13,930
37
42,230
76
32,360
70
26,680
44
21,750
36
22,750
37
43,710
269
12,450
28
23,790
47
21,720
40
5,025
29
12,510
41
30,310
66
22,510
41
18,230
30
14,120
29
23,130
56
18,590
38
6,430
19
26,950
57
14,840
31
31,640
48
11,910
26
27,570
47
49,800
74
17,560
31
8,310
19
13,200
27
30,340
67
16,100
47
20,500
35
3,230
15
22,170
50
Crash
Rate
2.44
2.10
2.20
2.26
1.69
2.28
1.94
2.09
2.08
2.80
2.20
3.64
2.26
2.16
2.41
2.43
1.64
1.98
1.51
1.51
1.49
5.62
2.05
1.80
1.68
5.27
2.99
1.99
1.66
1.50
1.88
2.21
1.87
2.70
1.93
1.91
1.39
1.99
1.56
1.36
1.61
2.09
1.87
2.02
2.67
1.56
4.24
2.06
Severity Composite
Index
1.75
1.80
1.61
1.63
1.84
1.56
1.70
1.63
2.10
1.51
1.52
1.51
1.47
1.86
1.43
1.54
1.55
1.49
1.73
1.78
1.76
1.29
1.71
1.51
1.60
1.55
1.44
1.42
1.59
1.87
1.69
1.39
1.53
2.16
1.42
1.58
1.63
1.69
1.51
1.54
1.65
2.16
1.67
1.30
1.30
1.57
2.33
1.32
Score
27.0
29.1
38.9
39.5
41.7
41.7
41.8
43.0
44.0
44.2
48.6
53.8
55.7
58.4
61.7
63.0
63.1
63.1
64.2
67.9
69.6
69.7
71.3
71.8
72.3
72.5
72.9
73.0
74.4
74.6
74.7
74.9
76.6
76.9
77.8
79.1
79.8
81.3
82.3
82.4
82.7
82.9
83.7
85.8
85.9
87.1
87.7
87.9
Location
Akron
Akron
Sum Co-Springfield Twp
Akron
Akron
Stow
Akron
Akron
Akron
Cuyahoga Falls
Akron
Akron
Streetsboro
Kent
Stow
Akron
Cuyahoga Falls
Cuyahoga Falls
Akron
Akron
Ravenna
Tallmadge
Por Co-Ravenna Twp
Akron
Akron
Akron
Akron
Macedonia
Akron
Akron
Akron
Cuyahoga Falls
Akron
Akron
Akron
Akron
Akron
Akron
Barberton
Sum Co-Bath Twp/Copley Twp
Norton
Akron
Akron
Kent
Kent
Akron
Akron
Fairlawn
Table 2
2011-2013
Approach
Ave. Daily
17
Rank
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
Street
Aurora Rd (SR 82)
S Broadway St
2nd St
W Portage Trail
Merriman Rd
SR 8
Newton Falls (CR 177)
Howe Ave
East Ave (SR 93)
S Hawkins Ave
Darrow Rd (SR 91)
State Rd
Portage Trail
S Arlington St
N Wooster Rd
E Market St (SR 18)
Medina Rd (SR 18)
W Market St (SR 18)
Darrow Rd (SR 91)
Graham Rd
SR 303
Medina Rd (SR 18)
Dart Ave
S Hawkins Ave
E Tallmadge Ave
Grant St
Miller Rd
E Market St (SR 18)
W Market St (SR 18)
S Broadway St
Doylestown Rd (CR 70)
E Market St (SR 18)
S Rhodes Ave
Corporate Woods Circle
SR 43
Carroll St
East Ave
Aurora Rd (SR 43)
Cleveland Massillon Rd
W Cedar St
Intersecting Street
Shepard Rd
E Voris St
Chestnut Blvd
Northampton Rd
N Portage Path
Aurora Rd (SR 82)
Woodbine Rd (TR 564)
Buchholzer Blvd
Courtland Ave
E Aurora Rd (SR 82)
Steels Corners Rd
2nd St
E Exchange St
Boettler Rd
Frederick Blvd
Robinson Av/W Wooster Rd
Broadway St (SR 261)
E Mill St
Herritage Woods Dr
W Exchange St/Hawkins Ave
Eastwood Ave
Hudson Dr
SR 700
Springside Dr
Russell Ave
Carnegie Ave/Nesbitt Ave
Diagonal Rd
N Howard St
N Conn St/I-76/77 WB Exit Ramp
Ridgewood Rd
Hammel St
S Main St
Buchtel Ave/Cotter Ave
Pershing Ave
E Thornton St
Seville Rd (CR 60)
Main St
Crosby St
Corporate Woods Pkwy
Frost Rd
Gorge Blvd
Fountain St
IR 76/77 WB Exit Ramp
Garfield West Rd (SR 82)
Dayton St
Greenwich/Norton Rd
Wabash Ave
Total
Traffic
Crashes
17,410
32
13,940
29
6,780
20
20,220
40
25,930
49
35,210
68
2,540
15
26,010
49
12,150
30
9,080
20
32,340
42
22,185
38
28,250
47
18,445
32
28,700
36
12,000
22
19,270
29
26,895
47
12,940
21
31,521
54
35,310
58
21,805
39
34,065
61
6,035
14
37,155
56
7,002
16
28,400
33
17,150
27
18,530
30
14,890
25
25,225
33
13,270
22
23,720
35
20,755
29
23,751
33
17,100
26
2,210
10
27,400
42
4,140
14
6,351
23
25,785
37
22,110
35
16,120
31
10,710
19
21,270
36
15,165
24
24,110
40
12,500
19
Crash
Rate
1.68
1.90
2.69
1.81
1.73
1.76
5.39
1.72
2.25
2.01
1.19
1.56
1.52
1.58
1.15
1.67
1.37
1.60
1.48
1.56
1.50
1.63
1.64
2.12
1.38
2.09
1.06
1.44
1.48
1.53
1.19
1.51
1.35
1.28
1.27
1.39
4.13
1.40
3.09
3.31
1.31
1.45
1.76
1.62
1.55
1.45
1.52
1.39
Severity Composite
Index
1.56
1.55
1.70
1.45
1.41
1.32
1.93
1.37
1.40
1.70
1.67
1.47
1.43
1.50
1.75
1.73
1.69
1.38
2.05
1.37
1.38
1.41
1.26
2.00
1.43
1.75
1.97
1.67
1.53
1.64
1.67
1.73
1.51
1.69
1.61
1.69
2.20
1.43
1.71
1.43
1.49
1.46
1.39
1.74
1.39
1.67
1.35
2.11
Score
88.1
88.4
88.7
88.8
89.2
90.8
91.3
95.5
96.8
97.1
97.5
97.9
98.2
98.6
99.1
99.1
99.5
100.0
100.6
101.0
101.3
102.0
102.3
102.5
103.2
104.2
104.3
104.4
105.2
106.0
106.7
106.9
107.2
107.3
107.6
107.7
107.9
108.6
110.0
110.4
111.0
111.4
111.5
112.9
112.9
113.4
113.4
113.8
Location
Macedonia
Akron
Cuyahoga Falls
Cuyahoga Falls
Akron
Macedonia
Por Co-Ravenna Twp
Cuyahoga Falls
Akron
Akron
Twinsburg
Cuyahoga Falls
Cuyahoga Falls
Akron
Green
Akron
Barberton
Akron
Akron
Akron
Akron
Stow
Por Co-Freedom Twp
Akron
Akron
Akron
Akron
Akron
Akron/Copley Twp/Fairlawn
Akron
Green
Akron
Akron
Akron
Way Co-Milton Twp
Akron
Akron
Green
Streetsboro
Akron
Akron
Akron
Aurora
Akron
Norton
Akron
Table 2
2011-2013
Approach
Ave. Daily
18
Rank
96
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
114
116
116
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
Street
W Cedar St
N Diamond St
S Maple St (SR 162)
E Market St (SR 18)
SR 8
Garman Rd
Brown St
Lakeshore Blvd
Aurora Rd (SR 82)
W Bartges St
S Arlington Rd
Bailey Rd
Copley Rd (SR 162)
Home Ave/North St
Graham Rd
W Exchange St
Grant St
Carroll St
Northeast Ave (SR 261)
S Rhodes Ave
SR 88
E Archwood Ave
Martin Luther King Jr Blvd (SR 59)
E Archwood Ave
Broad Blvd
Buchtel Ave
Brookwall Dr (CR 538)
Dart Ave
W Exchange St
Grant St
N Mantua St (SR 43)
Munroe Falls Ave/Newberry St
E Summit St
Aurora Rd (SR 82)
2nd St
Medina Rd/W. Market St (SR 18)
N Wooster Rd (SR 619)
Eastland Ave
Diagonal Rd (CR 155)
E Main St (SR 59)
Summit St
Intersecting Street
Rand Ave
Allendale Ave
Highland Ave
W Exchange St
Canton Rd (SR 91)/Robindale Ave
Valleyview Rd
Castle Blvd
E South St
W South St
Hadden Rd/Wilcox Dr
Rhodes Ave
Killian Rd
Munroe Falls Ave
Frederick Blvd
Eastwood Ave
State Rd
Rand Ave
E South St
Goodkirk St
E Howe Rd/N Munroe Rd
W Wilbeth Rd (SR 764)
W Thornton St
Rhodes Ave
SR 305
Inman St
Patterson Ave
N Broadway St (SR 261)
Hammel St
Front St
Virginia Ave
Fountain St
Flight Memorial Dr
State/State Mill Rd (CR 74)
W State St
Wabash Ave
S Conn St/I-76/77 EB Entrance Ramp
Fairchild Ave
S Hawkins Ave
E Portage Trail
Morris Rd/Janik Dr
Macedonia Commons Blvd/I-271 Ramp
Northland St
Cleveland Massillon Rd (CR 17)
IR 76/US 224 Ramps/Kenmore Blvd
Chapman Dr
Frost Rd (TR 197)
Lincoln St
Risman Dr/Parking Lot
Total
Traffic
Crashes
14,790
21
12,486
25
4,321
11
16,715
23
21,041
30
17,540
24
6,320
13
14,290
27
8,820
20
20,665
27
6,690
13
24,960
43
20,375
28
14,920
21
10,785
18
26,160
35
14,905
27
12,470
27
16,890
27
15,820
34
16,980
27
9,740
18
11,600
19
4,410
10
9,560
21
16,855
29
22,330
28
8,420
15
19,170
29
14,095
20
17,701
25
4,740
20
17,240
30
3,320
18
12,800
25
11,270
23
29,360
37
20,055
33
24,010
27
16,340
22
33,205
47
6,601
15
46,430
58
19,110
25
6,715
12
1,501
10
21,380
29
7,501
16
Crash
Rate
1.30
1.83
2.33
1.26
1.30
1.25
1.88
1.73
2.07
1.19
1.77
1.57
1.26
1.29
1.52
1.22
1.65
1.98
1.46
1.96
1.45
1.69
1.50
2.07
2.01
1.57
1.15
1.63
1.38
1.30
1.29
3.85
1.59
4.95
1.78
1.86
1.15
1.50
1.03
1.23
1.29
2.08
1.14
1.19
1.63
6.08
1.24
1.95
Severity Composite
Index
1.95
1.48
1.91
1.87
1.53
1.83
1.92
1.44
1.50
1.74
2.08
1.23
1.64
1.86
1.78
1.51
1.44
1.37
1.52
1.12
1.52
1.67
1.74
2.00
1.48
1.41
1.71
1.80
1.48
1.80
1.64
1.40
1.33
1.44
1.40
1.43
1.49
1.30
1.89
1.73
1.26
1.53
1.34
1.64
1.83
1.60
1.48
1.50
Score
113.8
114.7
115.0
115.2
115.4
116.4
117.0
117.0
117.2
117.6
117.9
118.3
118.4
118.6
118.7
118.9
119.3
119.4
119.4
119.7
119.7
119.9
120.2
120.4
121.3
121.4
122.3
122.5
122.6
123.1
123.2
123.5
124.4
126.2
126.4
126.6
127.8
128.0
128.1
129.1
131.5
132.7
132.8
133.3
133.7
134.9
135.5
136.6
Location
Akron
Akron
Ravenna
Akron
Akron
Macedonia
Akron
Akron
Akron
Twinsburg
Akron
Sum Co-Coventry Twp
Cuyahoga Falls
Akron
Akron
Cuyahoga Falls
Akron
Akron
Akron
Tallmadge
Akron
Akron
Akron
Por Co-Hiram Twp
Akron
Akron
Akron
Akron
Cuyahoga Falls
Akron
Akron
Sum Co-Copley Twp
Sum Co-Coventry Twp
Akron
Akron
Akron
Kent
Akron
Cuyahoga Falls
Kent
Macedonia
Cuyahoga Falls
Sum Co-Bath Twp/Copley Twp/Fairlawn
Barberton
Akron
Por Co-Shalersville Twp
Kent
Kent
Table 2
2011-2013
Approach
Ave. Daily
19
Rank
145
146
147
148
149
150
151
152
153
154
155
156
157
158
158
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
177
179
180
181
182
183
184
185
186
187
188
189
190
191
192
Street
E Main St (SR 59)
Killian Rd
2nd St
Front St (SR 59)
Aurora Rd (SR 82)
Arlington St (SR 764)
Main St (SR 91)
W Bath Rd (CR 48)
Copley Rd (SR 162)
N Howard St
Brookmont Dr
S Arlington St (SR 764)
5th St (SR 619)
Brittain Rd
E Exchange St
Ravenna Rd
E Buchtel Ave
E Archwood Ave
E Steels Corners Rd
N Chestnut St
East Ave
Canton Rd (CR 66)
Howe Ave
S Canton Rd (SR 91)
S Case Ave
SR 5/44
Independence Ave
Main St (SR 59)
N Main St
Chillicothe Rd (SR 306)
State Rd
S Water St (SR 43)
W Market St (SR 18)
Kent Rd (SR 59)
Newton St
W Main St (SR 59)
Graham Rd
Akron Peninsula Rd
Brittain Rd
Glenwood Dr
S Arlington St
Intersecting Street
Horning Rd
S Main St
Broad Blvd
Hudson Dr
N Bedford Rd/Valleyview Rd
Triplett Blvd (SR 764)
N Hametown Rd (CR 253)
W Nimisila Rd
S Hawkins Ave
E Glenwood Ave
Brookwall Dr (CR 538)
E Robinson Ave
Independence Ave
Sumner St
Old Mill Rd
S Goodkirk St
Steese Rd
Sylvan Ave
Wyoga Lake Rd
E Turkeyfoot Lake Rd (SR 619)
Lincoln Ave
Morse St
Springfield Lake Dr
Cliffside St
W Thornton St
Paxton Ave
River St
Lynn Rd (TR 99)
Breiding Rd
Chestnut St
Frances Ave
S Firestone Blvd
Hilbish Ave (TR 139)
Garfield Rd (SR 82)
Valley Rd
Dart Ave
Darrow Rd (SR 91)
Iroquois St/Pondview Ave
Sycamore St
Lillis Dr
W Steels Corners Rd
Evans Ave/S Thomas Rd
Liberty Rd
Case Ave/Johnston St
Center Rd
Total
Traffic
Crashes
23,220
31
16,580
25
21,690
29
33,585
46
26,475
32
21,326
25
33,080
43
3,525
10
7,921
16
23,195
33
13,340
18
6,020
18
21,740
28
20,655
25
14,890
21
22,310
30
6,810
11
18,960
29
13,070
26
7,360
11
20,090
25
23,130
30
8,571
12
10,656
14
19,000
23
25,235
28
5,490
12
16,705
20
6,841
11
18,605
22
6,880
11
21,545
29
13,941
17
11,790
17
26,385
30
19,465
25
18,230
20
34,505
42
20,360
24
33,810
41
5,241
10
17,140
24
14,615
20
6,730
14
16,715
23
11,400
20
20,445
23
11,250
14
Crash
Rate
1.22
1.38
1.22
1.25
1.10
1.07
1.19
2.59
1.84
1.30
1.23
2.73
1.18
1.11
1.29
1.23
1.48
1.40
1.82
1.36
1.14
1.18
1.28
1.20
1.11
1.01
2.00
1.09
1.47
1.08
1.46
1.23
1.11
1.32
1.04
1.17
1.00
1.11
1.08
1.11
1.74
1.28
1.25
1.90
1.26
1.60
1.03
1.14
Severity Composite
Index
1.45
1.48
1.48
1.26
1.50
1.72
1.33
1.60
1.50
1.30
1.78
1.33
1.50
1.64
1.57
1.40
1.91
1.28
1.08
2.09
1.56
1.40
2.17
2.00
1.61
1.57
1.50
1.70
1.73
1.64
1.73
1.34
1.82
1.59
1.47
1.48
1.80
1.24
1.58
1.24
1.60
1.42
1.50
1.43
1.43
1.30
1.61
1.86
Score
136.7
137.2
137.9
138.2
138.2
138.4
139.9
140.0
140.2
140.6
141.5
141.8
142.1
142.6
142.6
144.5
144.7
146.6
147.6
148.3
148.6
149.0
149.3
151.1
151.7
152.6
152.7
153.5
154.0
154.1
154.3
155.2
155.4
155.4
155.9
156.1
156.2
156.3
156.9
157.1
157.2
158.1
158.9
159.2
159.3
160.7
161.4
161.9
Location
Kent
Sum Co-Coventry Twp
Cuyahoga Falls
Cuyahoga Falls
Macedonia
Akron
Hudson
Sum Co-Bath Twp
New Franklin
Akron
Akron
Sum Co-Copley Twp
Akron
Barberton
Akron
Akron
Sum Co-Twinsburg Twp
Akron
Green
Akron
Cuyahoga Falls
Green
Ravenna
Akron
Cuyahoga Falls
Akron
Akron
Akron
Por Co-Rootstown Twp
Akron
Ravenna
Akron
Akron
Aurora
Cuyahoga Falls
Kent
Akron
Stow
Akron
Ravenna
Cuyahoga Falls
Cuyahoga Falls
Akron
Reminderville/Twinsburg
Akron
New Franklin
Table 2
2011-2013
Approach
Ave. Daily
20
Rank
193
194
195
196
197
198
199
200
201
202
203
203
205
206
207
208
209
210
211
212
213
214
215
216
217
218
219
220
221
222
223
224
225
226
227
228
229
230
231
232
233
234
235
236
237
238
239
240
Street
Hudson Dr
W Market St (SR 18)
Yellow Creek Rd (CR 33)
Kelly Ave
Dart Ave
S Main St
Copley Rd (SR 162)
Front St
E Main St (SR 59)
N Wooster Rd
Broad Blvd
River St (SR 43)
State Rd
E Glenwood Ave
E Turkeyfoot Lake Rd (SR 619)
Market St (SR 18)
W Wooster Rd
S Water St (SR 43)
S Freeway Dr
S Arlington Rd
S High St (SR 261)
Front St
E Archwood Ave
Wolf Ledges Pkwy
Cuyahoga St/Lods St
Brittain Rd
Greensburg Rd
Fairchild/Graham Rd
S Main St
W Turkeyfoot Lake Rd (SR 619)
N Arlington St
Shepard Rd
Wadsworth Rd (SR 261)
S Cleveland Massillon Rd (CR 17)
Hudson Dr
Eastwood Ave
Broad Blvd
Carroll St
Garman Rd
E Main St (SR 59)
Kenmore Blvd
Wadsworth Rd (SR 261)
S Prospect St
Greenwich Rd
W Wooster Rd
Intersecting Street
Terex Rd
Coventry St
Portage Path
N Revere Rd (CR 114)
E Archwood Ave
Center St/Locust St
South St
Diagonal Rd/S Portage Path
Bailey Rd
New Milford Rd
W Hopocan Ave
State Rd
W Main St
Sackett Ave
Dan St/Fouse St
S Arlington Rd
Hillbish Ave/Verdun Dr
31st St
E Summit St
Ledge Rd
Arlington Ridge Rd
E Exchange St (SR 261)
S Main St
Wadsworth Ave
Coventry St
E Thornton St
N Howard St
Newton St
Lauby Rd
Newcomer Rd
Mill St
State Rd
E Buchtel Ave
Ledge Rd
Hametown Rd
Brookwall Rd (TR 538)
Norton Rd/Seasons Rd
Morningview Ave
3rd St
Spicer St
N Hawkins Ave
W Bowery St
Prospect St
W Wilbeth Rd
Medina Line Rd (CR 2)
Lake St
Medina Line Rd
2nd St
Total
Traffic
Crashes
17,619
25
12,891
15
18,540
28
5,730
16
8,700
13
8,160
15
15,265
18
13,985
16
27,080
33
15,625
20
12,270
20
27,890
31
14,765
21
18,610
21
12,476
18
28,165
34
18,765
21
26,395
30
29,335
34
8,140
16
22,691
29
18,990
26
19,660
24
6,090
13
7,880
13
12,490
15
14,780
20
13,380
20
11,425
18
11,900
16
13,560
16
7,980
10
11,110
17
8,160
10
8,100
12
18,450
21
14,360
20
9,750
12
14,350
16
10,221
15
9,945
11
12,710
15
21,120
24
10,500
12
10,505
12
11,200
13
9,825
11
16,640
22
Crash
Rate
1.30
1.06
1.38
2.55
1.36
1.68
1.08
1.04
1.11
1.17
1.49
1.02
1.30
1.03
1.32
1.10
1.02
1.04
1.06
1.80
1.17
1.25
1.11
1.95
1.51
1.10
1.24
1.37
1.44
1.23
1.08
1.14
1.40
1.12
1.35
1.04
1.27
1.12
1.02
1.34
1.01
1.08
1.04
1.04
1.04
1.06
1.02
1.21
Severity Composite
Index
1.32
1.93
1.07
1.13
1.62
1.40
1.67
1.75
1.24
1.50
1.30
1.39
1.38
1.57
1.44
1.18
1.57
1.33
1.24
1.25
1.21
1.23
1.42
1.31
1.46
1.67
1.40
1.30
1.33
1.50
1.63
1.80
1.35
1.80
1.50
1.48
1.30
1.67
1.63
1.40
1.91
1.53
1.33
1.67
1.67
1.62
1.73
1.09
Score
162.7
162.7
163.4
163.9
165.0
165.7
166.1
167.2
167.3
167.3
167.9
167.9
168.4
169.9
170.0
170.3
171.1
171.2
171.8
172.6
173.3
174.0
174.6
174.9
175.2
175.6
175.7
175.7
176.6
176.8
178.6
178.7
180.3
181.1
182.3
182.8
183.5
184.4
185.8
186.1
187.6
192.1
192.3
192.8
193.1
194.4
194.5
196.0
Location
Hudson
Akron
Akron
Sum Co-Bath Twp
Akron
Akron
Akron
Akron
Cuyahoga Falls
Ravenna
Barberton
Cuyahoga Falls
Kent
Cuyahoga Falls
Akron
Green
Akron
Barberton
Kent
Macedonia
Green
Akron
Akron
Cuyahoga Falls
Akron
Akron
Akron
Akron
Green
Stow
Akron
New Franklin
Akron
Macedonia/Twinsburg
Norton
Sum Co-Copley Twp
Stow/Hudson
Akron
Cuyahoga Falls
Akron
Akron
Akron
Ravenna
Akron
Norton
Ravenna
Norton
Barberton
Table 2
2011-2013
Approach
Ave. Daily
21
Rank
241
242
243
244
245
246
247
248
249
250
251
252
253
254
255
256
257
258
259
260
261
262
263
264
265
266
267
268
269
270
271
Street
E Summit St
Frost Rd
S Arlington St
Main St
Carroll St
E Summit St
S High St
W Streetsboro St (SR 303)
S Main St
W Portage Trail
W Market St (SR 18)
N Mantua St (SR 43)
Brown St
Steels Corners Rd
S Cleveland Massillon Rd (CR 17)
Bailey Rd
Copley Rd (SR 162)
S High St (SR 261)
Newton St
Valley View Rd
Gougler Ave (SR 43)
E Buchtel Ave
Franklin Ave
N Portage Path
Cedar St (SR 261)
E Main St
Wolf Ledges Pkwy
E Buchtel Ave
Bailey Rd
Intersecting Street
Campus Center Dr/Risman Dr
Page Rd
5th Ave
Huddleston Ave
Buckeye St
Terrace Dr
E Buchtel Ave
Atterbury Blvd/Milford Rd
Miller Ave
Valley Rd
Elmdale Ave/Kenilworth Dr
W Main St
Lovers Lane
Bridgewater Pkwy/Steels Point Dr
Ridgewood Rd
Myrtle Ave
E Cedar St (SR 261)
St Michaels Ave
E State St
The Brooklands St
Olde Eight Rd
Park Ave
S College St
W Summit St
Garman Rd
S Main St
Depeyster St
E Buchtel Ave
S Conn St/I-76/77 EB Exit Ramp
Hill St
3rd St
Total
Traffic
Crashes
13,680
19
7,580
12
15,115
19
13,550
19
4,811
10
7,501
13
9,061
13
15,420
17
14,805
19
20,165
23
18,911
22
13,190
18
9,261
14
15,500
19
13,550
16
10,945
13
12,525
16
12,141
16
10,690
14
10,925
12
19,100
21
8,421
12
11,325
14
10,880
14
9,785
13
16,500
18
10,410
13
13,650
15
12,615
14
10,730
12
8,841
10
Crash
Rate
1.27
1.45
1.15
1.28
1.90
1.58
1.31
1.01
1.17
1.04
1.06
1.25
1.38
1.12
1.08
1.08
1.17
1.20
1.20
1.00
1.00
1.30
1.13
1.18
1.21
1.00
1.14
1.00
1.01
1.02
1.03
Severity Composite
Index
1.21
1.33
1.32
1.11
1.00
1.00
1.31
1.47
1.21
1.17
1.18
1.11
1.14
1.21
1.38
1.46
1.25
1.13
1.29
1.50
1.10
1.17
1.29
1.14
1.15
1.22
1.00
1.00
1.00
1.17
1.20
Score
196.3
198.5
199.6
199.6
203.0
203.1
205.5
206.1
206.2
206.7
206.8
207.5
208.1
210.7
211.3
211.5
214.0
216.1
217.1
218.6
220.6
220.7
224.0
227.3
227.4
229.7
238.2
246.1
248.6
251.9
256.1
Location
Kent
Streetsboro
Akron
Cuyahoga Falls
Akron
Kent
Akron
Hudson
Akron
Cuyahoga Falls
Akron
Kent
Akron
Stow
Sum Co-Copley Twp
Cuyahoga Falls
Akron
Akron
Akron
Akron
Sum Co-Northfield Center Twp
Kent
Akron
Kent
Akron
Akron
Kent
Akron
Akron
Akron
Cuyahoga Falls
0
4
1
2
3
NORTHFIELD
MACEDONIA
(
i
&
%
! !
÷
?
Miles
4
REMINDERVILLE
(
n
&
%
þ
?
A̧
TWINSBURG
!
²
A
HUDSON
CUYAHOGA FALLS
STREETSBORO
SILVER
! LAKE !
?
ê
22
Í
?
$
e
"
Å !
A
Ï
?
!
NORTON
!
!
BARBERTON
!
!
è
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{
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!
!
!
(
k
&
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!
!
ê
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$
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!
$
d
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!
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÷
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MOGADORE
LAKEMORE
Ö
A
Û
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¬
I
¬
I
Ü
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³
A
!
GREEN
b
A
`
?
ÿ
A
Á
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!
! ?
Á
!! A
q
b
A
NEW FRANKLIN
RAVENNA
!
!
¬ !
I
³
A
CLINTON
!
þ
?
!
Ï
?
ª
A
a
?
!
BRADY
LAKE
ü
?
Ü
?
KENT
!
$
e
"
!
WINDHAM
É
?
TALLMADGE
!
!
f
A
!
!
!
! !
!
!
!!!
! !
!
ê
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!
! !
!!
!
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q
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$
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Ï
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$
f
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A
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!
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AKRON
Û
?
MUNROE
FALLS
!!
!
FAIRLAWN
ª
A
!
STOW
!
!!
DOYLESTOWN
ü
?
SUGAR BUSH KNOLLS
!
!
Í
?
GARRETTSVILLE
Û
?
!
(
i
&
%
!
$
e
"
Ï
?
Á
$
f
"
!
BOSTON
HEIGHTS
PENINSULA
RICHFIELD
{
A
HIRAM
÷
?
MANTUA
Ã
?
$
f
"
Ï!
!?
$
e
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²
A
RITTMAN
AURORA
÷
?
ß
A
Ü
?
(
n
&
%
Ñ
A
a
?
²
I
Û
?
Map 2
TOP 50
2011-2013
!
High Crash Intersections
÷
A
É
?
APPENDIX A – Crash Formulas
Roadway Sections
Crashes Per Mile =
Crash Rate =
(3 year crash total)
= crashes per mile per year
(3 years)(section length)
(3 year crash total) 1,000,000
(3 years)(ADT)(365 days/year)(section length)
= crashes per million vehicle miles traveled
Intersections
Crash Rate =
(3 year crash total) 1,000,000
(3 years)(intersection approach volume/day)(365 days/year)
= crashes per million approach vehicles
Roadway Sections and Intersections
Severity Index = 12 (fatal crashes)+3 (injury crashes)+1 (property damage crashes)
(total crashes)
23
APPENDIX B – Bicycle and Pedestrian Safety Tips
Safety Tips for Drivers Encountering Bike Riders
•
•
•
•
Bicyclists are required to ride as far to the right of the road as practicable, but are legally permitted to
utilize the full traffic lane when necessary to protect their own safety.
Bicyclists should be treated like any other slow-moving vehicle: they should only be passed when
there are no oncoming cars and sight lines are clear. When passing a bicyclist, ensure there is a
minimum of 3 feet between your car and the bicycle.
Beware of bicyclists who might be in your blind spot or are otherwise difficult to see.
Exercise extra caution when approaching children on bikes and at multi-use path crossings.
Safety Tips for Bike Riders
•
•
•
•
•
•
Bicyclists are required to follow the same rules of the road as other drivers: stop at stop signs and
red lights, and ride in the same direction as other traffic.
Bicyclists should position themselves at least a few feet from the curb, and should especially avoid
riding in the gutter. When parked cars are present, steer clear of the “door zone”.
Bicyclists should not weave in and out of traffic or pass queued traffic at a stop sign or traffic light,
unless a bike lane is provided.
In most cases, bicyclists should not ride on sidewalks. This is especially important in urban areas, as
motorists are less likely to see bicyclists behind parked cars, street trees, and other obstacles.
Bicyclists should yield to pedestrians at crosswalks and on multi-use paths and sidewalks (where
sidewalk riding is permitted).
Bicyclists can promote safe interactions with motorists by being courteous yet assertive. Examples
include riding single file or pulling over when cars are backed up behind your group, using hand
signals and making eye contact, and using the full lane when it is unsafe for cars to pass.
Safety Tips for Drivers Encountering Pedestrians
•
•
•
Drivers must yield the right of way to pedestrians crossing in marked or unmarked crosswalks (there
is technically a crosswalk at every street or road intersection, even if it’s not marked).
At signals, drivers must yield to pedestrians when the WALK signal is displayed.
Distracted driving is an increasingly common cause of crashes and poses particular concerns for
pedestrians, who are often less visible and more susceptible to injury than other motorists.
Safety Tips for Pedestrians
•
•
•
•
•
•
•
Pedestrians must cross at intersections or midblock crosswalks.
Pedestrians must obey WALK/DON’T WALK signals where provided, and otherwise cross with the
green light. A flashing DON’T WALK signal indicates that it is too late to begin crossing, but that if
already in the crosswalk, you should continue walking to the other side.
Pedestrian distraction is just as dangerous as driver distraction. Pedestrians should turn off their
handheld devices, mp3 players, etc. when crossing the street or walking in busy areas.
Pedestrians generally should not assume that they are visible to drivers, or that drivers will follow the
rules of the road.
Pedestrians should give drivers plenty of time to stop before entering a crosswalk.
When a sidewalk is not available, pedestrians should walk facing traffic.
At night, pedestrians should wear reflective clothing and also consider using flashing lights.
24

2011-2013 Traffic Crash Report

Transcription

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