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ODOT GROOVES
ASPHALT FOR SAFETY
THE OHIO DEPARTMENT OF TRANSPORTATION (ODOT) USES LONGITUDINAL DIAMOND
GROOVING FOR SAFETY ON ASPHALT AS WELL AS CONCRETE PAVEMENTS.
Photo courtesy ODOT
Longitudinal Grooving: Not Just for Concrete Anymore
ODOT has specified
longitudinal diamond
grooving for concrete
bridge decks, both new
construction and overlays,
since 2012.
Photo courtesy ODOT
What is Grooving?
Grooving involves cutting
narrow, discrete grooves into
the pavement surface and has
been shown to reduce
hydroplaning risks, increase
drainage at the tire/pavement
interface and aid in a vehicle’s
control. Statistics show a clear
relationship between
longitudinally grooved surfaces
and a reduction in accident
rates.
Photo courtesy Hexacon Inc.
Safety for ALL Road Surfaces
 Ohio has only 2-3% concrete pavements in the state system. Composite pavements
(asphalt over brick or concrete) represent 45-48%, and the remainder is full-depth
asphalt.
 Because of the superior safety performance of their grooved concrete bridge decks,
ODOT tested grooving on several sections of asphalt pavement beginning in 2013.
Photo courtesy ODOT
The Grooving Advantage
 Costs less than overlays
 Long-term, low-
maintenance solution
 Excellent skid test results
 Work can be performed
year-round, even in low
(although not freezing)
temperatures
 Minimal traffic disruption
during construction
Photo courtesy ODOT
Superior Traction and Stability
Research shows that tire treads embed in longitudinal grooves and are then able to
resist a vehicle’s lateral motion, providing additional stability in both wet and dry
conditions.
Photo courtesy Pixabay
Asphalt Grooving Research in Ohio
ODOT installed grooving at
three locations:
 SR 126 in Hamilton
County
 I-90 in Cuyahoga County
 I-75 in Montgomery
County
BOCA Construction of
Norwalk, Ohio performed all
grooving.
Photo courtesy ODOT
SR 126 in Hamilton County
 Crash analysis of a mile-long S-
curve showed fixed-object/run-
off-the road crashes in wet
conditions.
 Skid test revealed concentrated
areas of concern.
 Previous milling had not improved
conditions, so ODOT chose to
perform grooving.
 Skid numbers showed nearly a 50
percent improvement in SN 40
smooth tire values after grooving.
 Crash rates were reduced after
grooving.
Photo courtesy ODOT
I-90 Innerbelt Curve in Cuyahoga County
 Accidents occurred in
eastbound and westbound
directions of the curve.
 A 12.5-mm Superpave mix,
with high-grade binder and
high-quality course aggregate,
had been installed in 2014 to
improve friction.
Photo courtesy Pixabay
I-90 Innerbelt Curve in Cuyahoga County (continued)
 In 2015, a longitudinal
diamond grooved test section
was installed on the
westbound lanes to improve
macrotexture, reduce hydro-
planing and extend the life of
the 2014 surface.
 The diamond grooved section
improved the average SN 40
smooth tire skid value by more
than 50 percent, increasing it
to 1.5 times its previous value.
Photo courtesy ODOT
I-75 in Montgomery County
 Commercial trucks had a
higher-than-expected crash
rate on a heavily traveled high-
speed zone with multiple
curves.
 Macrotexture was determined
to require improvement.
 In June 2013, grooving was
performed on two lane miles.
Photo courtesy BOCA Construction
I-75 in Montgomery County (continued)
 ODOT modified the state's bridge
deck grooving specifications to
better suit its use on asphalt,
making grooves slightly wider and
deeper than those in concrete, to
prevent asphalt grooves from
collapsing and deformation due to
the heavy traffic.
 Crash data demonstrated that
grooving significantly reduced
crash incidents.
 The diamond grooved section
improved the average SN 40
smooth tire value by more than 70
percent, increasing it to 1.7 times
its previous value.
Photo courtesy ODOT
An Effective Solution
"Covering the surface with overlays is more costly than treatments
that reuse the existing surface. In many applications, particularly
when we're looking for a long-term solution, grooving and grinding
is the desirable option."
-- Brian Schleppi, Highway Infrastructure Management supervisor with the ODOT
Office of Technical Services
"The District milled this location in 2010 and the wet crash trend
continued, so we chose to groove it since the milling did not
work previously. Diamond grooving and grinding have been
shown to improve the friction of a location (as well as ride and
noise) over other methods. Since this section of SR 126 showed
a lack of macrotexture from the skid test results, the diamond
grooving option was selected.“
-- Brianne Hetzel, assistant traffic studies engineer with ODOT District 8
An Effective Solution
"Transportation engineers have used longitudinal grooving to reduce accidents
and improve wet weather traction for decades on concrete surfaced
pavements. CALTRANS [the California Highway Department] documented a
nearly 70 percent reduction in wet weather accidents after installing safety
grooving dating back to the early 1970s. Applying these treatments to asphalt-
surfaced roadways has been increasing in recent years due to its effectiveness,
low cost and minimal traffic disruption during construction. It is very
encouraging to see ODOT continue to seek innovative, cost-competitive
solutions in their pursuit to provide Ohio motorists with a safe, comfortable
and sustainable transportation network.”
-- John Roberts, executive director of the International Grooving & Grinding Association (IGGA)
Contact the IGGA today to learn more.
Read more about ODOT’s highway grooving in Public Works magazine
and Roads & Bridges magazine.

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Ohio DOT Grooves Asphalt for Safety

  • 1. ODOT GROOVES ASPHALT FOR SAFETY THE OHIO DEPARTMENT OF TRANSPORTATION (ODOT) USES LONGITUDINAL DIAMOND GROOVING FOR SAFETY ON ASPHALT AS WELL AS CONCRETE PAVEMENTS. Photo courtesy ODOT
  • 2. Longitudinal Grooving: Not Just for Concrete Anymore ODOT has specified longitudinal diamond grooving for concrete bridge decks, both new construction and overlays, since 2012. Photo courtesy ODOT
  • 3. What is Grooving? Grooving involves cutting narrow, discrete grooves into the pavement surface and has been shown to reduce hydroplaning risks, increase drainage at the tire/pavement interface and aid in a vehicle’s control. Statistics show a clear relationship between longitudinally grooved surfaces and a reduction in accident rates. Photo courtesy Hexacon Inc.
  • 4. Safety for ALL Road Surfaces  Ohio has only 2-3% concrete pavements in the state system. Composite pavements (asphalt over brick or concrete) represent 45-48%, and the remainder is full-depth asphalt.  Because of the superior safety performance of their grooved concrete bridge decks, ODOT tested grooving on several sections of asphalt pavement beginning in 2013. Photo courtesy ODOT
  • 5. The Grooving Advantage  Costs less than overlays  Long-term, low- maintenance solution  Excellent skid test results  Work can be performed year-round, even in low (although not freezing) temperatures  Minimal traffic disruption during construction Photo courtesy ODOT
  • 6. Superior Traction and Stability Research shows that tire treads embed in longitudinal grooves and are then able to resist a vehicle’s lateral motion, providing additional stability in both wet and dry conditions. Photo courtesy Pixabay
  • 7. Asphalt Grooving Research in Ohio ODOT installed grooving at three locations:  SR 126 in Hamilton County  I-90 in Cuyahoga County  I-75 in Montgomery County BOCA Construction of Norwalk, Ohio performed all grooving. Photo courtesy ODOT
  • 8. SR 126 in Hamilton County  Crash analysis of a mile-long S- curve showed fixed-object/run- off-the road crashes in wet conditions.  Skid test revealed concentrated areas of concern.  Previous milling had not improved conditions, so ODOT chose to perform grooving.  Skid numbers showed nearly a 50 percent improvement in SN 40 smooth tire values after grooving.  Crash rates were reduced after grooving. Photo courtesy ODOT
  • 9. I-90 Innerbelt Curve in Cuyahoga County  Accidents occurred in eastbound and westbound directions of the curve.  A 12.5-mm Superpave mix, with high-grade binder and high-quality course aggregate, had been installed in 2014 to improve friction. Photo courtesy Pixabay
  • 10. I-90 Innerbelt Curve in Cuyahoga County (continued)  In 2015, a longitudinal diamond grooved test section was installed on the westbound lanes to improve macrotexture, reduce hydro- planing and extend the life of the 2014 surface.  The diamond grooved section improved the average SN 40 smooth tire skid value by more than 50 percent, increasing it to 1.5 times its previous value. Photo courtesy ODOT
  • 11. I-75 in Montgomery County  Commercial trucks had a higher-than-expected crash rate on a heavily traveled high- speed zone with multiple curves.  Macrotexture was determined to require improvement.  In June 2013, grooving was performed on two lane miles. Photo courtesy BOCA Construction
  • 12. I-75 in Montgomery County (continued)  ODOT modified the state's bridge deck grooving specifications to better suit its use on asphalt, making grooves slightly wider and deeper than those in concrete, to prevent asphalt grooves from collapsing and deformation due to the heavy traffic.  Crash data demonstrated that grooving significantly reduced crash incidents.  The diamond grooved section improved the average SN 40 smooth tire value by more than 70 percent, increasing it to 1.7 times its previous value. Photo courtesy ODOT
  • 13. An Effective Solution "Covering the surface with overlays is more costly than treatments that reuse the existing surface. In many applications, particularly when we're looking for a long-term solution, grooving and grinding is the desirable option." -- Brian Schleppi, Highway Infrastructure Management supervisor with the ODOT Office of Technical Services "The District milled this location in 2010 and the wet crash trend continued, so we chose to groove it since the milling did not work previously. Diamond grooving and grinding have been shown to improve the friction of a location (as well as ride and noise) over other methods. Since this section of SR 126 showed a lack of macrotexture from the skid test results, the diamond grooving option was selected.“ -- Brianne Hetzel, assistant traffic studies engineer with ODOT District 8
  • 14. An Effective Solution "Transportation engineers have used longitudinal grooving to reduce accidents and improve wet weather traction for decades on concrete surfaced pavements. CALTRANS [the California Highway Department] documented a nearly 70 percent reduction in wet weather accidents after installing safety grooving dating back to the early 1970s. Applying these treatments to asphalt- surfaced roadways has been increasing in recent years due to its effectiveness, low cost and minimal traffic disruption during construction. It is very encouraging to see ODOT continue to seek innovative, cost-competitive solutions in their pursuit to provide Ohio motorists with a safe, comfortable and sustainable transportation network.” -- John Roberts, executive director of the International Grooving & Grinding Association (IGGA)
  • 15. Contact the IGGA today to learn more. Read more about ODOT’s highway grooving in Public Works magazine and Roads & Bridges magazine.