USA Banner

Official US Government Icon

Official websites use .gov
A .gov website belongs to an official government organization in the United States.

Secure Site Icon

Secure .gov websites use HTTPS
A lock ( ) or https:// means you’ve safely connected to the .gov website. Share sensitive information only on official, secure websites.

U.S. Department of Transportation U.S. Department of Transportation Icon United States Department of Transportation United States Department of Transportation

General

Legacy ID
16

Engineering Speed Management Countermeasures: A Desktop Reference of Potential Effectiveness in Reducing Crashes November 2023

Engineering Speed Management Countermeasures: A Desktop Reference of Potential Effectiveness in Reducing Crashes November 2023

Engineering Speed Management Countermeasures: A Desktop Reference of Potential Effectiveness in Reducing Crashes November 2023

November 2023

This chart summarizes studies about the effectiveness of engineering speed management countermeasures in different scenarios. Studies where an increase in crashes was reported are also shown since this information is relevant to selection of countermeasures. For the most current information on Crash Modification Factors (CMF), please go to the CMF Clearinghouse at:: http://www.cmfclearinghouse.org.

 

Engineering Speed Management Countermeasures

Engineering Speed Management Countermeasures

eng_ctm_spd_14.pdf (636.96 KB)

A Desktop Reference of Potential Effectiveness in Reducing Speed

July 2014

This chart summarizes studies about engineering countermeasures used to manage speeds. Studies where an increase in speed were reported are also shown since this information is also relevant in selection of countermeasures. For the most current information on Crash Modification Factors (CMF), please go to the CMF Clearinghouse at: http://www.cmfclearinghouse.org.

CountermeasureSafety FocusAreaRoadway ReferenceSitesSpeed limit (mph)Volume (vpd)Mean Speed (mph)85th %tile Speed (mph)PeriodLocationNotes
BeforeAfterBeforeAfterChangeBeforeAfterChange
Vertical Deflections Within the Roadway
Speed Hump — rounded, raised area placed across the roadway, typically 12 to 14 feet long pedestrianurbanlocal 1 (1999)17848 to 1154446 to 1104433527-8various
pedestrianurbanlocal 2 (2005)7400 to 4362401 to 33843226-6VA  
pedestrianurbanlocal 3 (2000)4475 to 1506433 to 13433631-5WA
pedestrianurbanlocal4 (2005)1251300222313729-81-monFL
pedestrianrural/urbanlocal5 (2002)325218 to 7462418-62822-61-monIA
pedestrianurban1 (1999)43629-7with speed table
pedestrianurban1 (1999)22456 to 36852593 to 29313825-13with choker
Speed Cushion — raised area typically 6 to 7 feet wide that allows most emergency vehicles to straddle the humppedestrianurban1 (1999)1332323213528-7various
pedestrian2 (2005)21042 to 1556693 to 156331 to 3726 to 30-5 to -7VA
Speed Table — a long speed hump typically 22 feet in length with a flat section in the middle and ramps on the endspedestrianurban1 (1999)72198 to 14500242 to 144003731-6various
pedestrianurbanresidential6 (2003)19198 to 2102364 to 20613829-9GA
pedestrianrural community2-lane7 (2007)112002724-33329-41-monIA
pedestrianrural communitylocal5 (2002)325218 to 7462418-62822-61-monIAremovable speed table
pedestrianurban1 (1999)26500 to 84406400 to 67803729-8with center island 
pedestrianurbanresidential8 (2001)13016003423-113827-11within 12-monMNraised crosswalk
Raised Intersection — a raised plateau, with ramps on all approaches, where roads intersect pedestrianurban1 (1999)237381various
pedestrianurbanlocal9 (2004)13030012-monNY
Horizontal Deflections/Roadway Narrowing
Choker/Bulb-out— mid-block curb extensions that narrow road by extending the sidewalk or widening the planting strip pedestrianurban1 (1999)4750 to 6150331 to 50403430-4various
pedestrianurbanresidential10 (1997)63029-1
pedestrianurbanresidential8 (2001)1950 to 10503431-43834-4within 12-monMNchoker with crosswalk
pedestrianurbanresidential8 (2001)1950 to 10503331-23734-3within 12-monMNchoker + "SLOW" + landscaping
pedestrianrural community2-lane11 (2010)39390simulatorcurb + gutter bulb-outs
Neck Down — intersection curb extensions that narrow a road by extending the width of a sidewalk  pedestrianurban1 (1999)32800 to 81104660 to 566029301various
pedestrianurbanlocal street9 (2004)2232522731y12-monNY
Chicanes— curb extensions that alternate from one side of the street to the other forming s-shaped curves, also includes lateral shifts which shift traffic to one side of the road for an extended distance and then back pedestrianurban10 (1997)21380 to 3200790 to 24003327-6various
pedestrianurbanresidential3 (2000)41380 to 1965 790 to 19933122-9at least 4 yearsWA
pedestrianurbanarterial (school zone)12 (1998)180003128-3Canada
pedestrianrural community2-lane11 (2010)3930-9simulator
pedestrianrural community2-lane 11 (2010)3933-6simulatorpainted chicane
Center Island— raised or painted island along the centerline that narrows travel lanes pedestrianurban1 (1999)various
pedestrianurban1 (1999)26500 to 84406400 to 67803729-8
pedestrianurbany9 (2004)13028-23633-312-monNY
pedestrianrural13 (2002)24438-61-monMN
pedestrianruralwithin community (2-lane)13 (2002)1309003429-54438-62-wksMN
pedestrianruralwithin community (2-lane)13 (2002)1309003531-44438-66-wksMN
pedestrianruralcommunity entrance (2-lane)7 (2007)22526693129-13635-11-monIAcombined + tubular channelizers
pedestrianruralcommunity entrance (2-lane)14 (2008)35414325150-1simulatormedian
Center Island — raised or painted island along the centerline that narrows travel lanes pedestrianruralcommunity entrance (2-lane)14 (2008)354140-15246-6simulatormedian + gateway
pedestrianruralcommunity entrance (2-lane)14 (2008)35414105250-2simulatormedian in series
pedestrianruralcommunity entrance (2-lane)14 (2008)354140-15146-5simulatormedian in series with crosswalk
pedestrianruralcommunity entrance (2-lane)15 (2013)325593 to 1448282713534-11-monIAtemporary curbing
pedestrianruralcommunity entrance (2-lane)15 (2013)325593 to 14482927-23533-212-monIAtemporary curbing
pedestrianruralcommunity entrance (2-lane)16 (1999)53829-94433-11Austriabraking islands
roadway departurerural2-lane17 (2008)850 to 55-4-5Austriapainted island + edge line
Reduce Lane Width with Markings — narrowing of the lanes using pavement markings, median, etc. pedestrianrural community2-lane7 (2007)230168028291343511-monIAnarrowing with pavement marking 
pedestrianrural community2-lane7 (2007)2301680282913435112-monIAnarrowing with pavement marking 
pedestrianurbanresidential18 (1984)201-wkFLnarrowing using edgeline + centerline
intersectionruralintersection (2-lane)19 (2008)950 to 55-4-53-monPA, KY, MO, FLedgeline + centerline
roadway departureurbanhigh speed intersection 4-lane20 (2008)-42.7 ft. lane width reduction
roadway departureurbanfreeway exit21 (2000)3130-11-monVAnarrowing using herringbone markings
roadway departurerural day2-lane22 (2005)3575811-monTXedgeline + centerline
roadway departurerural night2-lane22 (2005)311-monTXedgeline (existing centerline)
Road Diet — reducing the number of lanes by reallocating roadway space for other uses (e.g. bike lanes, center turn lanes, medians, parking, shoulder  lanes, etc.pedestrianurban4-lane undivided23 (2001)1-4CA4- to 3-lane
pedestrianurban4-lane undivided23 (2001)13532-3IA4- to 3-lane
pedestrianurban4-lane undivided23 (2001)1-1IA4- to 3-lane
pedestrianurbanminor arterial8 (2001)1355400 to 91004543-25149-2MN4- to 3-lane
Surface Treatments and Markings
Transverse Rumble Strips — raised or grooved patterns installed on the roadway travel lane or shoulder pavements perpendicular to the direction of travel  pedestrianrural high-speed intersection20 (2008)370-15-mon
pedestrianrural   intersection24 (2003)115554-11-monTX
roadway departurerural2-lane25 (2005)346460495231-wkKYcars
work zoneruralwork zone (2-lane)26 (2000)21250 to 1850-21-dayTXcars
work zoneruralwork zone (2-lane)26 (2000)21250 to 1850-21-dayTXtrucks
Transverse Bars — lines placed across the lane perpendicular to direction of travelpedestrianruralcommunity entrance (2-lane)15 (2013)3843 to 19473837-1444401-monIA
pedestrianruralcommunity entrance (2-lane)15 (2013)3843 to 1947373814443-112-monIA
work zoneruralwork zone (4-lane divided)39 (2003)1-2Canada
work zoneruralwork zone   40 (2001)170180006463-16867-1KS
Converging Chevrons — on-pavement chevrons roadway departureruralfreeway to freeway ramp36 (2003)390106449-157053-1720-monWI
roadway departureruralfreeway to freeway ramp37 (2008)30 adv.18000474705352-11-monTX
roadway departureruralfreeway to freeway ramp37 (2008)30 adv.1800048480535306-monTX
roadway departureruralS-curve  (2-lane)38 (2006)135/15 adv.3733-415-monOH
pedestrianruralintersection8 (2001)13040003632-44135-61-wkMN
pedestrianruralintersection8 (2001)13040003634-24139-22-yrMN
pedestrianruralintersection8 (2001)13040003631-54135-54-yrMN
pedestrianruralcommunity entrance7 (2007)2252200 to 24203029-13635-11-monIA
pedestrianruralcommunity entrance7 (2007)2252200 to 24203029-13633-312-monIA
roadway departureruralfreeway to freeway ramp35 (2010)18000 to 186003129-23533-21-monGA
roadway departureruralfreeway to freeway ramp35 (2010)18000 to 186003130-13534-19-monGAconverging chevrons
Optical Speed Bars – transverse stripes on travel lane (sometimes spaced progressively closer to create the illusion of traveling faster)pedestrianruralintersection20 (2008)4-1-1
pedestrianruralcommunity entrance7 (2007)325 to 30886 to 18703938-14746-11-monIA
pedestrianruralcommunity entrance7 (2007)225 to 30234 to 662263 to 6463934-54742-51-monIAwith  DSFS —"YOUR SPEED XX" 
Optical Speed Bars – transverse stripes on travel lane (sometimes spaced progressively closer to create the illusion of traveling faster)pedestrianruralintersection27 (2010)14,4505351-26260-26-monNew Zealandherringbone pattern
pedestrianruralcommunity entrance28 (2011)128003729-8Italywith dragon's teeth 
intersectionruralintersection (2-lane)29 (2013)1374231-11483-1312-monSpainwith RPM + reflectors to guardrail
intersectionruralintersection30 (2000)62-6simulatorAustraliafull lane width 
intersectionruralintersection30 (2000)62-4simulatorAustraliaoptical speed bar
roadway departureruralhorizontal curves25 (2005)346460494901-wkKYtransverse bars
roadway departureruralhorizontal curves25 (2005)34645-1495121-yrKYtransverse bars
roadway departurerural4- lane undivided31 (2007)245120005552-31-wkVAtransverse bars
roadway departurerural4- lane undivided31 (2007)245120005649-73-monVAtransverse bars
roadway departureruralcurve       (2-lane)32 (2007)245 -65/40 adv.48491525644-monNY, MI, TXoptical speed bar
roadway departureruralcurve         (2-lane)31 (2007)52154644-21-wkVAoptical speed bar
roadway departureruralcurve       (2-lane)31 (2007)52154645-13-monVAoptical speed bar
roadway departurerural2-lane   33 (2009)55 day 45 night6462-27169-21-wkAZoptical speed bar
roadway departurerural2-lane   33 (2009)55 day/ 45 night6459-47168-33-monAZoptical speed bar
roadway departureruralcurve (freeway)34 (2008)505754-36059-11-wkWIoptical speed bar
roadway departureruralfreeway exit ramp32 (2007)165/30 adv.3834-44439-54-monNY, MI, TXoptical speed bar
roadway departurerural2-lane27 (2010)125005150-16059-12-wkNew Zealandherringbone
roadway departurerural2-lane27 (2010)125005148-3606006-monNew Zealandherringbone
roadway departureruralfreeway ramp21 (2000)42-wkNY, VAherringbone markings
pedestrianruralintersection27 (2010)14,4505352-1616102-wksHerringbone
"SLOW" Legend on Pavementpedestrianurbanresidential8 (2001)1309502829032331MN
roadway departureurbancurve (2-lane) day41 (1998)135/15 adv50003433-12-wkVAwith curve symbol
roadway departureurbancurve (2-lane) night41 (1998)135/15 adv50003532-32-wkVAwith curve symbol
roadway departurerural curve   15 (2012)255/none to 35 mph780 to 18804948-15453-11-monIAwith curve symbol+ bars
roadway departurerural curve 15 (2012)255/none to 35 mph780 to 18804948-15453-112-monIAwith curve symbol + bars
Speed Limit XX Pavement Legendpedestrianruralwithin community7 (2007)1252200303003534-11-monIA
pedestrianruralwithin community7 (2007)12522003029-13533-212-monIA
pedestrianruralwithin community7 (2007)12524201-monIAwith lane narrowing
pedestrianruralwithin community7 (2007)1252420282913233112-monIAwith lane narrowing
pedestrianruralcommunity entrance7 (2007);15 (2013)525 to 351009 to 28503735-24240-31-monIAwith red colored pavement 
pedestrianruralcommunity entrance7 (2007);15 (2013)225 to 351009 to 28504039-14645-112-monIAwith red colored pavement 
pedestrianruralcommunity entrance15 (2013)325 to 351009 to 30703534-14039-11-monIAcolored pavement + dragon's teeth
"50 MPH" + Curve Symbolroadway departureurbancurve (divided 4-lane highway)42 2005)16760-71-monTX
"CURVE AHEAD" Pavement Legendroadway departureruralcurve   42 (2005)1990566153-monTX
"CURVE 55 MPH" Pavement Legendroadway departureruralcurve42 (2005)111606059-13-monTX
Vertical Delineation
Center Island Using Tubular Channelizerspedestrianrural communitycommunity entrance (2-lane)7 (2007)22526693029-13635-11-monIA
Post Mounted Delineators — reflective buttons place on post at edge of roadroadway departureruralcurve (2-lane)25 (2005)346460495011-wkKY
roadway departureruralcurve (2-lane)11 (2010)4335-8simulatorone side of curve
roadway departureruralcurve (2-lane)11 (2010)4334-9simulatorboth sides of curve
Streaming PMDroadway departureruralcurve (2-lane)11 (2010)4324-19simulator
Chevrons with Reflective postroadway departureruralcurve (2-lane)46 (2010)25654-26563-21-monTX
Reflective Post Added To Existing Chevronsroadway departureruralcurve (2-lane)47 (2012)4830 to 2280505005655-11-monIA
roadway departureruralcurve (2-lane)47 (2012)117105453-15957-212-monIA
Layered Landscaping – roadside plantings used to create vertical frictionpedestrianrural community entrance (2-lane)14 (2008)35434415453-1simulatorat treatment
pedestrianrural community entrance (2-lane)14 (2008)354240-25145-6simulator300 ft. downstream of treatment
Landscaped Medianroadway departureurbancollector48 (2000)111400109003733-44337-6COwith curbside islands
Dynamic Signing
Speed Activated Speed Limit Sign – a blank out sign that displays "SPEED LIMIT XX" for vehicles exceeding threshold speedroadway departureurbancollector  55 (2013)1303327-63630-62-monCOwith striping between travel/parking lanes + signing
roadway departureurbancollector  55 (2013)2303934-51-yrCOwith physical narrowing + pedestrian refuge
roadway departureurbancollector  55 (2013)3303733-41-yrCO
roadway departureurbancollector  55 (2013)1303732-53-yrCO
Speed Limit Sign with LEDpedestrianruralcommunity entrance15 (2013)225980 to 22403330-34228-41-monIA
pedestrianruralcommunity entrance15 (2013)225980 to 22403330-34238-412-monIA
Speed Feedback Sign - displays the speed of drivers traveling over the  threshold speed with the message "YOUR SPEED XX pedestrianurbanschool zone50 (2005)335 to 454944-55549-61-wkTX
pedestrianurbanschool zone50 (2005)335 to 454942-75451-34-monTX
pedestrianruralcommunity entrance7 (2007); 15 (2013)1252953673837-14645-11-monIA
pedestrianruralcommunity entrance7 (2007); 15 (2013)125295318383704645-112-monIA
pedestrianruralcommunity entrance51 (2006)430 to 454641-55146-51-monMN
pedestrianruralcommunity entrance51 (2006)430 to 454740-75146-512-monMN
pedestrianruralcommunity entrance52 (2009)1225 to 404236-61-wkPA
intersectionurbansignalized intersection50 (2005)245 to 555147-45754-41-wkTX
intersectionurbansignalized intersection50 (2005)245 to 555149-25755-24-monTX
roadway departureurbancollector    (2-lane)53 (2004)4252700 to 49002928-13432-51-monWA
roadway departureurbancollector (2-lane)53 (2004)4252700 to 49002827-13328-52-yrWA
roadway departureurbancollector/ minor arterial54 (2009)1625-21-yrWA
roadway departureurbancollector/ minor arterial54 (2009)1625-35 to 8-yrWA
roadway departureurbancollector/ minor arterial54 (2009)1630 to 35-41-yrWA
roadway departureurbancollector/ minor arterial54 (2009)1630 to 35-65 to 8-yrWA
roadway departureurban2-lane54 (2009)925 to 354036-41-monWA
roadway departureurban2-lane54 (2009)425 to 353733-412-monWA
roadway departureurban2-lane54 (2009)925 to 353935-42 to 3-yrWA
roadway departureurban2-lane54 (2009)1125 to 353833-54+ yr.WA
roadway departureurbancurve (2-lane)54 (2009)1304138-31-monWA
roadway departureurbancurve (2-lane)54 (2009)230 to 354238-42 to 3-yrWA
roadway departureurbancurve (2-lane)54 (2009)1304135-64+ yr.WA
roadway departureruralinterstate (curve)56 (2006)245 adv.167505653-32 to 4-monORpassenger cars
roadway departureruralinterstate (curve)56 (2006)245 adv.167505149-22 to 4-monORtrucks
roadway departureruralcurve (2-lane)57 (2013)1150 to 65/30 to 50 adv.-2-31-monAZ, FL, IA, OH, OR, TX, WA
roadway departureruralcurve (2-lane)57 (2013)1150 to 65/30 to 50 adv.-3-312-monAZ, FL, IA, OH, OR, TX, WA
roadway departureruralcurve (2-lane)57 (2013)1150 to 65/30 to 50 adv.-2-22-yrAZ, FL, IA, OH, OR, TX, WA
roadway departureruralcurve (2-lane)50 (2005)255/20 adv.3633-34239-31-wkTX
roadway departureruralcurve (2-lane)50 (2005)255/20 adv.3635-14240-24-monTX
roadway departureruralcurve (2-lane)58 (2012)3455 to 7105451-36157-41-monMNpassenger cars
work zoneruralinterstate62 (2011)355280006157-46661-51-wkNEpassenger cars
work zoneruralinterstate62 (2011)355280005855-36259-31-wkNEtrucks
work zoneruralinterstate62 (2011)355280006156-56660-65-wkNEpassenger cars
work zoneruralinterstate62 (2011)355280005856-36259-35-wkNEtrucks
work zoneruralarterial63 (2006)16663-3TX
Speed Feedback Sign with Action Message – "YOUR SPEED XX" + "SLOW DOWN"roadway departureurban2-lane54 (2009)9253432-21 to 6-monWA
roadway departureurban2-lane54 (2009)32533-31-212-monWA
roadway departureurban2-lane54 (2009)5253331-22 to 3-yrWA
roadway departureurbancurve (2-lane)54 (2009)1253631-51 to 6-monWA
roadway departureurbancurve (2-lane)54 (2009)1253631-54+ yr.WA
intersectionruralsignalized intersection20 (2008)350 to 55-2-1WA, TXat sign
work zoneruralinterstate63 (2006)16563-2TX
pedestrianruralcommunity entrance7 (2007)12528703126-55952-73-monIASLOW DOWN 25
Speed Feedback Sign plus New Curve Advisory Speed Signroadway departureruralcurve (2-lane)58 (2012)3455 to 7105450-46157-412-monMNPC
roadway departureruralcurve (2-lane)58 (2012)3455 to 7105350-35350-31-monMNcenter of curve, 
roadway departureruralcurve (2-lane)58 (2012)3455 to 7105350-35349-412-monMNcenter of curve
"YOUR SPEED XX"pedestrianruralcommunity entrance7 (2007); 15 (2013)225 to 30234 to 662263 to 6463934-54742-51-monIAwith optical speed bars
"SLOW"pedestrianruralrecreational area13 (2002)13536360434411-monMN
Speed Activated Curve Warning Sign and "SLOW DOWN" Action Messageroadway departureruralcurve (2-lane)59 (2002)330 to 503935-4United Kingdom
roadway departureruralcurve (2-lane)57 (2013)1150 to 70/35 to 50 adv.-2-21-monAZ, FL, IA, OH, OR, TX, WA
roadway departureruralcurve (2-lane)57 (2013)1150 to 70/35 to 50 adv.-3-212-monAZ, FL, IA, OH, OR, TX, WA
roadway departureruralcurve (2-lane)57 (2013)1150 to 70/35 to 50 adv.-2-22-yrAZ, FL, IA, OH, OR, TX, WA
"TOO FAST FOR CURVE"roadway departureruralcurve (interstate)60 (2003)150-3WItrucks
"50 MPH CURVES" + "YOUR SPEED XX"roadway departureruralinterstate61 (2000)555 to 65/50 to 60 adv.6463-1CApassenger cars
"50 MPH CURVES" + "YOUR SPEED XX"roadway departureruralinterstate61 (2000)555 to 65/50 to 60 adv.5856-2CAtrucks
Flashing Beaconwork zonerural2-lane64 (2007)345-3-3SC
work zoneruralmulti-lane64 (2007)145-3-3SC
work zoneruralinterstate64 (2007)145-6-5SC
Variable Speed Limitroadway departureruralfreeway65 (2005)28277-5WA
Curve Warning Sign with Flashers — flashing lights on sign roadway departurerural2-lane curve25 (2005)24746-15150-1
Static Signing
Chevron Signs — use of standard chevron signingroadway departurerural2-lane46 (2010)270/45 & 50 adv.5755-26564-11-monTX
roadway departurerural2-lane25 (2005)148480525201-wkKYat PC
roadway departurerural2-lane46 (2010)270/45 & 50 adv.5654-26563-21-monTXwith full post delineation
Chevrons with Full Post Delineationroadway departurerural2-lane47 (2012)450 to 55/35 to 50 adv.505005655-11-monIA
Curve Sign + Flagsroadway departurerural2-lane25 (2005)34645-1494901-wkKYat PC
Arrow (MUTCD: W1-6) roadway departurerural2-lane25 (2005)143441464711-wkKYat PC
Intersection Treatments
Roundabout— large, raised, circular islands at the middle of major intersections, around which all oncoming vehicles must traversepedestrianrural66 (2005)19204004828-20MD, CA, WA, MI, Canada 
intersectionsuburbanY intersection (2-lane)67 (2005)155003224-81 to 3 yearsMI
intersectionurban68 (2005)111000 to 12000155004733-14CO
Traffic Circle — circular, raised island placed within the middle of an intersection intersectionurban1 (1999)45240 to 10910269 to 82803430-4TX, WA, CA, CO, NC, OH, OR, FL, GA, MD, NE, MA, MN, AZ
Access Control
Half-Closurepedestrianurban1 (1999)11220 to 9540151 to 91803024-6
Diagonal Diverterpedestrianurban1 (1999)7474 to 2057177 to 5742827-1
Full Closurepedestrianurban1 (1999)21540 to 1980850 to 10801813-3
Choker + Speed Humppedestrianurban1 (1999)22456 to 36852593 to 29313825-13
Half-Closure + Median Barrierpedestrianurban1 (1999)210160 to 103201120 to 21203832-6
Gateway Entrance Treatments
Entrance Treatments — multiple treatments placed at community entrance to reduce speeds into community pedestrianrural community entrance 49 (2000)1404541-45046-51-monUnited Kingdomred bars + signing + bulb-outs
pedestrianrural community entrance 49 (2000)1203524-114130-111-monUnited Kingdomnarrowing + speed cushions
pedestrianrural community entrance 49 (2000)1203515-104130-1112-monUnited Kingdomnarrowing + speed cushions
pedestrianrural community entrance 49 (2000)1304030-114735-131-monUnited Kingdomred box + speed limit + dragon's teeth + signing
pedestrianrural community entrance 49 (2000)1304033-84738-912-monUnited Kingdomred box + speed limit + dragon's teeth + signing
Entrance Treatments — multiple treatments placed at community entrance to reduce speeds into community pedestrianrural community entrance49 (2000)1303833-54339-41-monUnited Kingdomred box + speed limit + dragon's teeth + signing
pedestrianrural community entrance49 (2000)1303832-64336-712-monUnited Kingdomred box + speed limit + dragon's teeth + signing
pedestrianrural community entrance 49 (2000)1304139-2474701-monUnited Kingdomred patches + "SLOW" + dragon's teeth + signing 
pedestrianrural community entrance 49 (2000)1304137-44744-312-monUnited Kingdomred patches + "SLOW" + dragon's teeth + signing
pedestrianrural community entrance 49 (2000)1405145-66051-91-monUnited Kingdomred lines of decreasing size and width + signing
pedestrianrural community entrance49 (2000)1405145-66053-712-monUnited Kingdomred lines of decreasing size and width + signing
pedestrianrural community entrance 49 (2000)1404439-65043-71-monUnited Kingdomred box + speed limit + signing 
pedestrianrural community entrance 49 (2000)1404438-75043-712-monUnited Kingdomred box + speed limit + signing

Notes: Information is presented to one significant digit unless the study only provided integer values. In some cases the study only provided resulting changes in speed rather than providing the actual before and after value.

Abbreviations

common state destinations are used and are not listed here (e.g. Iowa = IA)
advisory (adv)
intersection (isect)
month (mon.)
pedestrian (ped)
post mounted delineator (PMD)
rumble strips (RS)
run off road (ROR)
years (yrs.)

References

1.   Ewing, R. 1999. Traffic Calming: State of the Practice. Institute of Transportation Engineers, Washington, DC.

2.  ACV.  Effectiveness of Traffic Calming Measures in Arlington County.  Arlington County, VA. 2005. 

3.  Marek, J.C. and Walgren, S.  "Mid-Block Speed Control: Chicanes and Speed Humps."  City of Seattle, WA. 2000. www.seattle.gov/Transportation/docs/ITErevfin.pdf

4.  Ponnaluri, R.V. and P.W. Groce.  "Operational Effectiveness of Speed Humps in Traffic Calming."  ITE Journal.  2005.  pp. 26-30.

5.  Smith, D., S. Hallmark, K. Knapp, and G. Thomas.  Temporary Speed Hump Impact Evaluation.  Center for Transportation Research and Education at Iowa State University.  July 2002.

6.  Bretherton, W.M. "Do Speed Tables Improve Safety."  Presented at the 2003 Annual Meeting of the Institute of Transportation Engineers.  August 2003, Seattle Washington.

7.  Hallmark, S.L, E. Peterson, E. Fitzsimmons, N. Hawkins, J. Resler, and T. Welch.  Evaluation of Gateway and Low-Cost Traffic-Calming Treatments for Major Routes in Small Rural Communities, Phase I. Center for Transportation Research and Education, Iowa State University. Ames, Iowa. November 2007.  https://dr.lib.iastate.edu/server/api/core/bitstreams/c7661efd-38c5-46ee-be51-39ec768eddd8/content

8.  Corkle, J., J.L. Giese, and M.M. Marti. 2001. Investigating the Effectiveness of Traffic Calming Strategies on Driver Behavior, Traffic Flow, and Speed. Minnesota Local Road Research Board, Minnesota Department of Transportation. October 2001.

9.  NYCDOT.  Downtown Brooklyn Traffic Calming Study.  New York City Department of Transportation.  2004.

10.  M. William.  "Evaluation of Speed Control Measures in Residential Areas."  Traffic Engineering, Institute of Transportation Engineers, Washington, DC.  March 1977.

11.  Molino, J.A., B.J. Katz, M.B. Hermosillo, E.E. Dagnall, and J.F. Kennedy.  Simulator Evaluation of Low-Cost Safety Improvements on Rural Two-Lane Undivided Roads:  Nighttime Delineation for Curves and Traffic Calming for Small Towns.  Science Applications International Corporation.  McLean, VA.  February 2010.

12.  Macbeth, A.G. 1998. "Calming arterials in Toronto."  Presented at the 1998 Annual Meeting of the Institute of Transportation Engineers.

13.  Kamyab, A., S. Andrle, and D. Kroeger.  Methods to Reduce Traffic Speeds at High Pedestrian Areas. Center for Transportation Research and Education. Ames, Iowa. March 2002. https://intrans.iastate.edu/app/uploads/2018/03/HPA.pdf.

14.  Dixon, K., H. Zhu, J. Ogle, J. Brooks, C. Hein, P. Aklluir, and M. Crisler.  Determining Effective Roadway Design Treatments for Transitioning from Rural Areas on State Highways.  Oregon State University.  FHWA-OR-RD-09-02.  September 2008.

15.  Hallmark, S., S. Knickerbocker, and N. Hawkins.  Evaluation of Low Cost Traffic Calming for Rural Communities – Phase II.  Center for Transportation Research and Education, Iowa State University.  September 2013.  https://intrans.iastate.edu/app/uploads/2018/03/updated_rural_traffic_calming_w_cvr2.pdf.

16.  Berger, W.J. and M. Linauer.  "Speed Reduction at City Limits by Using Raised Traffic Islands."  Proceedings from the 2nd KFB-Research Conference.  Urban Transport systems.  Lund, Sweden.  1999. 

17.  Hughes, W., R. Jagannathan, and F. Goss.  Two-Low Cost Safety Concepts for Two-Way Stop-Controlled, Rural Intersections on High-Speed Two-Lane, Two-Way Roadways.  Federal Highway Administration.  FHWA-HRT-08-063.  September 2008.

18.  Lum, H.S.  "The Use of Road Markings to Narrow Lanes for Controlling Speed in Residential Areas."  Institute of Transportation Engineers Journal.  June 1984.  pp. 50 to 54.

19.  VHB.  Two Low-Cost Safety Concepts for Two-Way STOP-Controlled, Rural Intersections on High-Speed Two-Lane, Two-Way Roadways.  Vanasse Hangen Brustlin, Inc.  FHWA-HRT-08-063. Sept. 2008

20.  Ray, B., W. Kittelson, J. Knudsen, B. Nevers, P. Ryus, K. Sylvester, I. Potts, D. Harwood, D. Gilmore, D. Torbic, F. Hanscom, J. McGill, and D. Stewart.  NCHRP Report 613:  Guidelines for Selection of Speed Reduction Treatments at High-Speed Intersections.  Transportation Research Board, Washington, DC.  2008.

21.  Retting, R.A., H.W. McGee, and C.M. Farmer.  "Influence of Experimental Pavement Markings on Urban Freeways Exit-Ramp Traffic Speeds."  Transportation Research Record.  No. 1705.  2000.  pp. 116-121.

22.  Tsyganov, A.R., R.B. Machemehl, and N.M. Warrenchuk.  Safety Impact of Edge Lines or Rural Two-Lane Highways. Center for Transportation Research, University of Texas at Austin. FHWA/Tx-05/-5090-1. September 2005.

23.  Knapp, K. and K. Giese.  Guidelines for the Conversion of Urban Four-Lane Undivided Roadways to Three-Lane Two-Way Left Turn Lane Facilities.  Center for Transportation Research and Education at Iowa State University.  April 2001.

24. Fitzpatrick, K., M.A. Brewer, and A.H. Parham.  Left-Turn and In-Lane Rumble Strip Treatments for Rural Intersections.  Texas Transportation Institute.  September 2003.

25.  Vest, A., N. Stamatiadis, A. Clayton, and J. Pigman. Effect of Warning Signs on Curve Operating Speeds. Kentucky Transportation Center. KTC-05-20/SPR-259-03-1F. August 2005.

26.  Fontaine, M., P. Carlson and G. Hawkins.  Evaluation of Traffic Control Devices for Rural High-Speed Maintenance Work Zones: Second Year Activities and Final Recommendations. FHWA/TX-01/1879-2. Texas Transportation Institute. Texas Department of Transportation. 2000.

27.  Martindale, A. and C. Urlich. Effectiveness of Transverse Road Markings on Reducing Vehicle Speeds. NZ Transport Agency Research Report 423. October 2010.

28. Dell'Acqua, G.  "Reducing Traffic Injuries Resulting from Excess Speed:  Low Cost Gateway Treatments in Italy."  Journal of the Transportation Research Board.  No. 2203.  2011.  pp. 94-99.

29.  Martinez, A., D.A. Mantaras, and P. Luque.  "Reducing Posted Speed and Perceptual Countermeasures to Improve Safety in Road Stretches with a High Concentration of Accidents."  Safety Science.  Vol. 60.  2013.  pp. 160-168.

30.  Godley, S.T., T.J. Triggs, and B.N. Fildes.  "Speed Reduction Mechanisms of Transverse Lines."   Transportation Human Factors.  Vol. 2, No. 4.  2000.  pp. 297-312.

31. Arnold, E.D. and K.E. Lantz. Evaluation of Best Practices in Traffic Operations and Safety: Phase I: Flashing LED Stop Sign and Optical Speed Bars. Virginia Transportation Research Council. VTRC 07-R34. June 2007.

32.  Katz, B.J.  Pavement Markings for Speed Reduction. Science Applications International Corporation. McLean, Virginia. December 2004.

33.  Latoski, S.P.  "Optical Speed Zone for Rural Two-Lane Highways." ITE Journal. March 2009. pp. 30-35.

34.  Gates, T.J., X. Qin, and D.A. Noyce. "Effectiveness of Experimental Transverse-Bar Pavement Marking as Speed-Related Treatment on Freeway Curves."  Journal of the Transportation Research Board. No. 2056. pp. 95-102.

35. Hunter, M.P., A. Guin, S. Boonsiripant, and M. Rodgers.  Evaluation of the Effectiveness of Converging Chevron Pavement Markings.  Georgia Department of Transportation.  FHWA-GA-10-0713.  October 2010.

36. Drakapoulos, A., and G. Vergou. Evaluation of the Converging Chevron Pavement Marking Pattern in One Wisconsin Location. AAA Foundation for Traffic Safety, Washington, DC. July 2003.

37.  Voigt, A.P. and S.P. Kuchangi.  Evaluation of Chevron Markings on Freeway to Freeway Connector Ramps in Texas.  Texas A&M University System.  2008.

38.  ATSSA. Low Cost Local Road Safety Solutions.  American Traffic Safety Services Association. Fredericksburg, Virginia. March 2006.

39. Hildebrand, E. D., F. R. Wilson, and J. J. Copeland.  "Speed Management Strategies for Rural Temporary Work Zones."  Proceedings of the Canadian Multidisciplinary Road Safety Conference XIII. Banff, Alberta: Canadian Association of Road Safety Professionals. 2003.

40.  Meyer, Eric. "A New Look at Optical Speed Bars". Institute of Transportation Engineers Journal. November 2001. pp. 44-48.

41. Retting, R.A., and C.M. Farmer. "Use of Pavement Markings to Reduce Excessive Traffic Speeds on Hazardous Curves." Institute of Transportation Engineers Journal. September 1998. pp. 30-36.

42. Chrysler, S.T. and S.D. Schrock. Field Evaluation and Driver Comprehension Studies of Horizontal Signing. FHWA/TX-05/0-4471-2. Texas Transportation Institute. February 2005.

43. Kannel, E.J. and W. Jansen.  In-Pavement Pedestrian Flasher Evaluation:  Cedar Rapids, Iowa.  Center for Transportation Research and Education.  Iowa State University.  2004.

44. Prevedouros, P.  Evaluation of In-pavement Flashing Lights on a Six-lane Arterial Pedestrian Crossing.  University of Hawaii at Manoa, Honolulu, HI.  2000.

45. Shepard, F.D. Traffic Evaluation of Pavement Inset Lights for Use during Fog. Virginia Highway and Transportation Research Council. Charlottesville, Virginia. VHTRC 78-R25. December 1977.

46. Re, J.M., H.G. Hawkins, Jr., and S.T. Chrysler. "Assessing Benefits of Chevrons with Full Retroreflective Signposts on Rural Horizontal Curves."  Journal of the Transportation Research Board. No. 2149. 2010. pp. 30-36.

47. Hallmark, S.L., N. Hawkins, and O. Smadi.  Evaluation of Low-Cost Treatments on Rural Two-Lane Curves.  Center for Transportation Research and Education at Iowa State University.  July 2012.  www.intrans.iastate.edu/research/projects/detail/?projectID=-1352703394

48.  Buchholz, K., D. Baskett and L. Anderson.  "Collector Street Traffic Calming: A Comprehensive Before-After Study."  Presented at the 2000 Annual Meeting of the Institute of Transportation Engineers.  2000.

49.  DOT.  Traffic Calming in Villages on Major Roads.  Traffic Advisory Leaflet 1/00.  March 2000.  Department for Transport. https://tsrgd.co.uk/pdf/tal/2000/tal-1-00.pdf.

50. Ullman, G.L. and E.R. Rose.  "Evaluation of Dynamic Speed Display Signs." Journal of the Transportation Research Record.  No. 1918.  2005.  pp. 92-97.

51. Sandberg, W., T. Schoenecker, K. Sebastian, and D. Soler.  "Long-Term Effectiveness of Dynamic Speed Monitoring Displays for Speed Management at Speed Limit Transitions." 2006 Institute of Transportation Engineers Annual Meeting and Exhibit Compendium of Technical Papers.

52.  Cruzado, I. and E.T. Donnell.  "Evaluating Effectiveness of Dynamic Speed Display Signs in Transition Zones of Two-Lane, Rural Highways in Pennsylvania." Journal of the Transportation Research Board.  No. 2122.  2009.  pp. 1-8.

53. Chang, K., M. Nolan, and N.L. Nihan.  "Radar Speed Signs on Neighborhood Streets:  An Effective Traffic Calming Device?"  Proceedings of the 2004 Institute of Transportation Engineers Annual Meeting and Exhibit.  Lake Buena Vista, FL.  August 2004.

54.  CBTD.  Stationary Radar Sign Program: 2009 Report.  2009. City of Bellevue Transportation Department, Bellevue, Washington.

55.  CEC.  "Recent Accomplishments."  www.ci.englewood.co.us/inside-city-hall/boards-and-commissions/transportation-advisory-committee/recent-accomplishments. City of Englewood, Colorado. Accessed June 2013.

56.  Bertini, R.L., C. Monsere, C. Nolan, P. Bosa, and T. Abou El-Seoud. Field Evaluation of the Myrtle Creek Advance Curve Warning System. SPR 352. FHWA-OR-RD-05_13. Portland State University. June 2006.

57.  Hallmark, S.L., N. Hawkins, and O. Smadi.   Evaluation of Dynamic Speed Feedback Signs on Curves: A National Demonstration Project.  Center for Transportation Research and Education at the Institute for Transportation.  Iowa State University.  January 2015.  https://intrans.iastate.edu/app/uploads/2018/03/14020.pdf.

58. Knapp, K. and Ferrol Robinson.  The Vehicle Speed Impacts of a Dynamic Horizontal Curve Warning Sign on Low-Volume Local Roadways.  Minnesota Department of Transportation. May 2012.

59.  Winnett, M.A. and A.H. Wheeler. Vehicle Activated Signs—A Large Scale Evaluation. Road Safety Division, Department for Transport. TRL548. 2002.

60.  Drakopoulos, S.U. and Georgia Vergou.  I-43 Speed Warning Sign Evaluation.  Marquette University, Milwaukee, Wisconsin.  November 2003.

61.  Tribbett, L., P. McGowen, and J. Mounce. An Evaluation of Dynamic Curve Warning Systems in the Sacramento River Canyon. http://www.coe.montana.edu/ce/patm/pubs/files/2000curve.pdf. Western Transportation Institute. April 2000.

62. Pesti, G. and P.T. McCoy.  "Long-Term Effectiveness of Speed Monitoring Displays in Work Zones on Rural Interstate Highways."  80th Annual Meeting of the Transportation Research Board.  January 2011, Washington, DC.

63.  Brewer, M.A., G. Pesti, and W. Schneider IV.  "Improving Compliance with Work Zone Speed Limits:  Effectiveness of Selected Devices."  Journal of the Transportation Research Record.  No. 1948.  2006.  pp. 67-76.

64.  Mattox, J.H., W.A. Sarasua, J.H. Ogle, R.T. Eckenrode, and A. Dunning. "Development and Evaluation of a Speed Activated Sign to Reduce Speeds in Work Zones." Proceedings of the 2007 Annual Meeting of the Transportation Research Board. January 2007.

65. Ulfarsson, G.F., V.N. Shankar, and P. Vu.  "The Effect of Variable Message and Speed Limit Signs on Mean Speeds and Speed Deviations."  International Journal of Vehicle Information and Communication.  Vol. 1.  Nos. 1/2.  February 2005.  pp. 69-87.

66.  Ritchie, S. and M. Lenters.  "High Speed Approaches at Roundabouts."  Presented at the Transportation Research Board National Roundabout Conference.  Vail, CO.  2005.

67.  Waddell, E. and J. Albertson.   "The Domondale Mini:  America's First Mini-Roundabout. Presented at the Transportation Research Board National Roundabout Conference."  Vail, CO.  2005.

68.  Ariniello, A.  "Are Roundabouts Good for Business?"  Presented at the Transportation Research Board National Roundabout Conference.  Vail, Colorado.  2005. 

69.  Elvik, R. and T. Vaa.  Handbook of Road Safety Measures.  Elsevier, Oxford, United Kingdom. 2004.

70.  Schultz, G., D. Thurgood, A. Olsen, C.S. Reese. "Analyzing Raised Median Safety Impacts Using Bayesian Methods." Presented at the 90th Meeting of the Transportation Research Board, Washington, D.C. 2011.

71.  Schultz, G.G., K.T. Braley, and T. Boschert.  "Correlating Access Management to Crash Rate, Severity, and Collision Type." TRB 87th Annual Meeting Compendium of Papers CD-ROM. Washington, D.C. 2008.

72.  Yanmaz-Tuzel, O. and K. Ozbay. "A Comparative Full Bayesian Before-after Analysis and Application to Urban Road Safety Countermeasures in New Jersey."  Accident Analysis and Prevention. Vol. 42, No. 6. 2010. pp. 2099-2107.

73.  Zegeer, C. V., R. Stewart, H. Huang, and P. Lagerwey.  Safety Effects of Marked Versus Unmarked Crosswalks at Uncontrolled Locations: Executive Summary and Recommended Guidelines.  FHWA-RD-01-075. McLean, Va., Federal Highway Administration. 2002.

74.  Bared, J., W. Hughes, R. Jagannathan and F. Gross. Two Low Cost Safety Concepts for Two Way Stop Controlled, Rural Intersections on High Speed Two Lane, Two Way Roadways.  FHWA-HRT-08-063. Federal Highway Administration, Washington, DC. 2008.

75.  Knapp, K.K., K.L. Giese, and W. Lee.  "Urban Minor Arterial Four-Lane Undivided to Three-Lane Conversion Feasibility:  an Update."  Presented at the 2nd Urban Street Symposium, Anaheim, California.  July 2003.

76.  Persaud, B. and C. Lyon.  Evaluation of Lane Reduction "Road Diet" Measures on Crashes.  Highway Safety Information System Summary Report.  USDOT, FHWA.  FHWA-HRT-10-053.  2010.

77.  Gates, T. J., D.A. Noyce, V. Talada, and L. Hill, L.  "The Safety and Operational Effects of Road Diet Conversion in Minnesota." 2007 TRB 86th Annual Meeting: Compendium of Papers CD-ROM.  Washington, D.C. 2007.

78.  Lyles, R.W., M.A. Siddiqui, W.C. Taylor, B.Z. Malik, G. Siviy, and T. Haan. Safety and Operational Analysis of 4-lane to 3-lane Conversions (Road Diets) in Michigan. Michigan Department of Transportation Report Num RC-1555. 2012.

79.  Pawlovich, M.D., W. Li, A. Carriquiry, and T. Welch.  "Iowa's Experience with Road Diet Measures:  Use of Bayesian Approach to Assess Impacts on Crash Frequencies and Crash Rates."  Journal of the Transportation Research Board.  No. 1953.  2006.  pp. 163-171.

80.  Harkey, D.L., R. Srinivasan, J. Baek, B. Persaud, C. Lyon, F.M. Council, K. Eccles, N. Lefler, F. Gross, E. Hauer, and J. Bonneson.  Crash Reduction Factors for Traffic Engineering and ITS Improvements.  NCHRP Project 17-25 Final Report.  National Cooperative Highway Research Program, Transportation Research Board, Washington, D.C. 2008.

81.  Srinivasan, R., J. Baek, and F. Council.  "Safety Evaluation of Transverse Rumble Strips on Approaches to Stop-Controlled Intersections in Rural Areas."  Presented at the 89th Annual Meeting of the Transportation Research Board, Washington, D.C. 2010.

82.  Liu, P., J. Huang, W. Wang, and C. Xu.  "Effects of Transverse Rumble Strips on Safety of Pedestrian Crosswalks on Rural Low-Volume Roads in China." Presented at the 90th Meeting of the Transportation Research Board.  Washington, D.C.  2011.

83.  Agent, K. R. and F.T. Creasey.  Delineation of Horizontal Curves. UKTRP-86-4.  Frankfort, Ky., Kentucky Transportation Cabinet.  1986.

84.  Griffin, L. I. and R.N. Reinhardt.  A Review of Two Innovative Pavement Patterns that Have Been Developed to Reduce Traffic Speeds and Crashes.  AAA Foundation for Traffic Safety, Washington, D.C. 1996.

85. McGee, H.W. and F.R. Hanscom. Low-Cost Treatments for Horizontal Curve Safety. U.S. Department of Transportation. Federal Highway Administration. FHWA-SA-07-002. December 2006. http://safety.fhwa.dot.gov/roadway_dept/horicurves/fhwasa07002/index.cfm#toc

86. US DOT. Toolbox of Countermeasures and Their Potential Effectiveness for Roadway Departure Crashes. U.S. Department of Transportation, Federal Highway Administration. FHWA-SA-07-013. August 2008.

87. Gan, A., J. Shen, and A. Rodriguez. Update of Florida Crash Reduction Factors and Countermeasures to Improve the Development of District Safety Improvement Projects. Florida Department of Transportation. 2005.

88. Montella, Alfonso. "Safety Evaluation of Curve Delineation Improvements Empirical Bayes Observational Before-and-After Study." Transportation Research Record: Journal of the Transportation Research Board. No. 2103. Transportation Research Board of the National Academies, Washington, DC. 2009. pp. 69-79.

89. Veneziano, David, Zhirui Ye, Jim Fletcher, Jon Ebeling, and Frederica Shockley.  Evaluation of the Gateway Monuments Demonstration:  Safety, Economic and Social Impact Analysis.  State of California, Department of Transportation, Landscape Architecture Program, and Division of Research and Innovation.  September 2009.  www.dot.ca.gov/hq/LandArch/research/docs/final_gateway_monument_eval.pdf.  Accessed July 2013.

90.  Schoon, C. and J. van Minnen. "The Safety of Roundabouts in the Netherlands." Traffic Engineering & Control.  Vol. 35, No. 3.  1994.  pp. 142-148.

91. Qin, X., A. Bill, M. Chitturi, and D. Noyce. "Evaluation of Roundabout Safety." Presented at the Transportation Research Board 92nd Annual Meeting.  January 2013.  Washington, DC.

92. Isebrands, H. "A Statistical Analysis and Development of a Crash Prediction Model for Roundabouts on High-Speed Rural Roadways." Presented at the 91st Annual Meeting of the Transportation Research Board Paper No. 12-4191, Washington, D.C.  2012.

93. Persaud, B. N., R.A. Retting, P.E. Garder, and D. Lord. "Observational Before-After Study of the Safety Effect of U.S. Roundabout Conversions Using the Empirical Bayes Method." Journal of the Transportation Research Record.  No. 1751.  Washington, D.C., Transportation Research Board, National Research Council.  2001.

94. Rodegerdts, L. A., M. Blogg, E. Wemple, E. Myers, M. Kyte, K. Dixon, G. List, A. Flannery, A., R. Troutbeck, W. Brilon, N. Wu, B. Persaud, C. Lyon, D. Harkey, and D. Carter.  NCHRP Report 572: Applying Roundabouts in the United States.  Washington, D.C. Transportation Research Board, National Research Council.  2007.

95. De Brabander, B. and L. Vereeck. "Safety Effects of Roundabouts in Flanders: Signal Type, Speed Limits, and Vulnerable Road Users."  Accident Analysis and Prevention.  Vol. 39. 2007.

96. Gross, F., C. Lyon, B. Persaud, and R. Srinivasan. "Safety Effectiveness of Converting Signalized Intersections to Roundabouts." Accident Analysis and Prevention.  Vol. 50.  pp. 234-41.  July 2013.

97. Srinivasan, R., J. Baek, S. Smith, C. Sundstrom, D. Carter, C. Lyon, B. Persaud, F. Gross, K. Eccles, A. Hamidi, and N. Lefler.  NCHRP Report 705: Evaluation of Safety Strategies at Signalized Intersections. Washington, D.C., Transportation Research Board, National Research Council.  2011.

98. Uddin, W., J. Headrick, and J.S. Sullivan. "Performance Evaluation of Roundabouts for Traffic Flow Improvements and Crash Reductions at a Highway Interchange in Oxford, MS."  Presented at the Transportation Research Board 91st Annual Meeting Compendium of Papers, Washington, D.C., 2012.

99.  Srinivasan, R., J. Baek, D. Carter, B. Persaud, C. Lyon, K. Eccles, F. Gross, and N. Lefler. Safety Evaluation of Improved Curve Delineation.  FHWA-HRT-09-045. Federal Highway Administration, Washington, D.C. 2009.

100.  ITE.  Traffic Calming State of the Practice.  Institute of Transportation Engineers.  August 1999.