Title: Part 1 -Topics of Interest to State DOT Safety Engineers
1Part 1 -Topics of Interest to State DOT Safety
Engineers
- CE 552
- Monday, April 16, 2007
2State Highway Safety Engineers
- 268 subscribers
- Who are these folks?
- How many states have a safety engineer?
- The list serve http//statehighwaysafetyengineers
.org - Topics
3Topics
- 2004
- Rumble strips
- 2005
- Context Sensitive Design
- Work Zones
- Safety Performance Measures
- Decel Lanes for Median Crossovers
- Top 5 High Risk Roads
- Signal Clearance Timing
- Safety Accountability
- Safety Countermeasure Effectiveness Studies
- High Speed Signals
- Raised Pavement Markers as projectiles
- Context Sensitive Solutions-Design Exceptions
Mitigation Measures - Safety Belt Usage
- Empirical Bayes and EB adjustment in the after
period - State Capabilities for mapping local crashes
- Collision Diagramming Tools
- Speed Limit increase on High Speed Roads
42004
5Nevada Fatality Rate per 100MVM
Rumble Strips
6Nevada Fatality Rate per 100,000 Population
Rumble Strips
7Hazard Elimination Program Project Examples
Rumble Strips
- Rural Milled Rumble Strip Project
- Installed in 1998
- Over 700 miles of rural roadway on the Interstate
and US routes
8Nevada Interstate Rural Fatal Rates
Rumble Strips
92005
10Context Sensitive Design - Exceptions
- FHWA developing guidance for design exceptions
- for example, a design exception is necessary for
design speed. Did the agency take any mitigation
measures, such as - lowering the posted speed limit,
- taking geometric design measures (such as
narrowing the cross section) or - traffic calming measures to self-regulate
operating speeds, etc. - looking for good case studies for the
following design criteria - design speed
- lane width
- shoulder width
- bridge width
- horizontal alignment
- vertical alignment
- grade
- stopping sight distance
- cross slope
- superelevation
- vertical clearance
- horizontal clearance (not clear zone)
11TRB Circular on Context Sensitive Design Around
the Country
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21Work Zone Speeding Fines
- North Carolina
- 250 (has to meet specified criteria)
- in addition to any moving violation fines/points
- Illinois
- 375 minimum for the first offense
- 1,000 minimum for the 2nd offense, plus 90 day
suspension of license. - Ohio
- up to 150 plus court costs
22Collision Diagramming Tools
- using intersection magic and wondering if there
is other similar products that might better serve
their needs - AIMS GIS Accident Software would need
extensive modification to be compatible with
PENNDOT Crash Records System - Easy Street Draw (for input not the same thing)
23Before-After Methods for Safety Evaluations
- Search for when improvement was made data
- Debate between EB and simpler? Before and After
methods (mainly practitioner/researcher) - Which
research approach is better? - B/A, Yoked pairs, control group, FB
- EB better than CG, but only slightly
- Griffith paper (2 pages) Discussion of Two
Methodologies for Conducting Before-After Safety
Evaluations (EB and CG) - Persaud and Lyon paper (13 pages) EMPIRICAL
BAYES BEFORE-AFTER SAFETY STUDIES LESSONS
LEARNED FROM TWO DECADES OF EXPERIENCE - Tell the story about bias on reviewing papers!
(Moreno, 7 and 24 Oct 2005) - How much influence should the research community
have on the conduct and publication of research
studies? - Apply EB adjustment in the after period?
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25Speed Limit Changes
26Speed Limit Changes (cont.)
27Speed Limit Changes (cont.)
- Minnesota study
- five years before and 5 years after changes
(1997). - large group of highways that stayed the same
(8,728 mi of 55 mph) - This "control group" showed fatal crashes going
down by 3 - 16 when rate adjusted
- roads that went from 55 to 65 (primarily rural
expressways - 815 mi) showed a 93 increase in
fatal crashes!! - Even rate adjusted, was a 54 increase
- roads that went from 65 to 70 (rural interstate -
726 mi) showed 70 number - 32 rate increases!
- NCHRP study controversial not released as
report (web only) - http//gulliver.trb.org/news/blurb_detail.asp?id6
069
28Speed Limit Changes (cont.)
- 80 mph speed limit in Texas
- Engineers calculate that drivers burn 7 more gas
per mile for every 5-mph increase in speed above
60 mph - Texans calculate that their Hummers need bigger
gas tanks - 85 of drivers averaging 80 mph, 5 mph above the
current 75-mph speed limit
29Speed Limit Changes (cont.)
See full report here
30Safety Effectiveness of HIGH Speed Traffic
Signals
Souleyrette and Knox
31Safety Belt
- Fines and Court Costs For Not Wearing
- Economic Costs of Low Usage
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34Informal survey of 50 state highway safety
engineers, 12/2005
Top 5 - Do states collect data on all roads???
- Reg Souleyrette, Iowa State University
- Co-chair, TRB ABJ60
- Spatial Data and Information Sciences
Draft
R Souleyrette, 11/2005
35Draft
State highway crashes mapable
Yes ??? No response
R Souleyrette, 12/2005
36seldom have local ADT, MP not always accurate,
only 30 officer reported, some city crashes
located
street address and GPS sometimes recorded on
locals
link-node mile offset, GQL
crashes in counties and major cities by int.
node others by city only
state police geocode 70 (65 accurate) on state
roads, very little local road attributes
started using GPS
Tribal and BIA data problematic, county by
section only, city by road number
all have road ID, not all have MP
Uses some private geodata
logmile to GPS problematic, no local attributes
may not be mapped - report contains various road
names, working on base map
local road problematic (45 OK)
report available
Crashes not mapped in 2 counties and independent
cities upgrading to GIS but wont have
attributes on 11K miles
Draft
Attributes on HPMS sample only
70 of crashes mapped
Local crashes mapable?
80 of crashes mapped and growing
need for local crash location has been contended
Yes ??? No No Response
working on using GPS and e-capture
Some districts have some GIS capabilities
Working on it
R Souleyrette, 12/2005
37Raised Pavement Markers
- Snow plow issues
- Pavement failure
- Potential projectile?
- See http//www.trb.org/news/blurb_detail.asp?id61
68 - Alternatives
- 3 foot section of milled in wet reflective tape
- Epoxy and/or Polyurea markings
- Recessed markers
- delineators on guardrail and median guard cable
- installing edgeline stripes (and some centerline
stripes) in a rumble strip - NCHRP Study on Pavement Markings and Safety
- relationship of enhanced pavement markings and
safety
38Safety Accountability
- Should safety performance be part of job
performance? - Chief Engineers
- District engineers
- even CEO's (Directors/Secretaries of Transp.)
39Remember usRAP?
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41Signal Clearance timing safety study
- Richmond, VA, implemented amber red clearance
intervals recommended by ITE - includes a standard all red clearance interval of
2 seconds. - injury rates decreased from 4,000 injuries per
year to 2,600 - Minnesota
- yellow approach speed divided by 10
- 3 seconds in a 30 zone, up to 6.5 seconds for a
rural expressway - Grades and other factors - additional
consideration - time the all red for a divided highway
intersection with a wide median - last vehicle entering on the side street is a
large truck - typically don't provide an all red long enough
for that truck to fully clear,which could be 4 to
5 seconds - long enough so that the truck is fully visible to
traffic getting the green on the far roadway
(2-2.5 seconds)
42Paving deceleration lanes on freeway crossovers
432006
44Risk Factors from CODESrisk of fatal or major
injury relative to speed, age, belt usage , DUI ,
hitting a fixed object etc
45safety challenges for AASHTO Policy
Recommendations
- Efforts to reduce to the fatality rate to the
goal of 1.0 fatalities per 100 million VMT have
been and will continue to be face several
challenges. These include - 1. An aging driver population
- 2. Increased motorcycle registration
- 3. More high speed congestion
- 4. Increased SUV and pick-up truck sales
- 5. More multi tasking/distracted drivers
- 6. Increased rural speed limits
- 7.A disproportionate increase in heavy truck
volumes - 8. Increased immigration is adding additional
"challenged" drivers to the roadway - 9. A Reduction in enforcement officer staffing
due to budget cuts and military call ups - 10. A reduction in rural volunteer emergency
medical response staffing - 11. A reduction in rural hospital emergency rooms
and trauma centers . - 12. An increase in recreational bicycling ,
jogging and walking along our roadways - 13. Driver / citizen apathy to authority, laws
and regulations
46Median Cable
- guard cable was effective (i.e. it did not allow
a vehicle to cross into the opposing lanes) 94
of the time - Failures often include
- large trucks,
- extremely high speeds, or
- steep angles of collision with the cables
(sometimes caused by running off the road right,
and then overcorrecting left). - Motorcycles?
- traffic signal analogy
- C-shaped posts?
- See South Dakota Road
- Design Manual Chapter 10
47See also http//cms.transportation.org/?siteid57
pageid1031 and http//www.ncdot.org/doh/preconstr
uct/traffic/reports/AASHTO/default.html
48Median Cable (cont)
- References
- http//cms.transportation.org/?siteid57pageid10
31 - http//www.ncdot.org/doh/preconstruct/traffic/repo
rts/AASHTO/default.html - 2006 FHWA Brochure http//www.fhwa.dot.gov/crt/mar
ketready/cable.pdf - 2004 WSDOT Brochure
- 2003 NCDOT Brochure
- 2005 Public Roads http//www.tfhrc.gov/pubrds/05ja
n/06.htm - 2006 NCDOT Update
- http//www.ncdot.org/doh/preconstruct/traffic/repo
rts/AASHTO/default.html - TIG-CMB Information Module Outline
- ODOT - 2 Year in service evaluation
- NCDOT Design Specs
- Midwest States Scanning Tour -
http//sftp.cee.uiuc.edu/research/tol/TOLseries18.
htm
49Where it didnt work (NJ)
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55Where it did work (UT)
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59Status of Strategic Hwy Safety Plans and
challenges DOT's are incurring
See Two pager
60Miscellaneous
- Safety Engineers Peer Exchange Notification
- Work zone delay - assessment, policy
- Survey ITS applications to improve highway
safety (no responses) - STOP AHEAD Pavement Marking
61Move Over, Slow Down
- 700 law enforcement officers have died during
traffic incidents in the past ten years - http//www.dps.mo.gov/
- http//www.dps.mo.gov/home/MoveOverVideo.htm