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Transportation Operations Group Designing for Speed, Congestion, and Delay in the Work Zone Gerald Ullman Research Engineer Texas Transportation Institute

Transportation Operations Group Designing for Speed, Congestion, and Delay in the Work Zone Gerald Ullman Research Engineer Texas Transportation Institute

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Page 1: Transportation Operations Group Designing for Speed, Congestion, and Delay in the Work Zone Gerald Ullman Research Engineer Texas Transportation Institute

Transportation Operations Group

Designing for Speed, Congestion, and Delay in the

Work ZoneGerald Ullman

Research Engineer

Texas Transportation Institute

Page 2: Transportation Operations Group Designing for Speed, Congestion, and Delay in the Work Zone Gerald Ullman Research Engineer Texas Transportation Institute

Transportation Operations Group

Work Zone Safety Trends

600

800

1000

1200

1400

1996 1997 1998 1999 2000 2001 2002 2003

Work

Zone F

ata

liti

es

Per

Year

Page 3: Transportation Operations Group Designing for Speed, Congestion, and Delay in the Work Zone Gerald Ullman Research Engineer Texas Transportation Institute

No WZ Influence

71%

During WZ Setup/

Removal4%

WZ Indirectly Involved

19%

WZ Conditions Directly Involved

6%

Page 4: Transportation Operations Group Designing for Speed, Congestion, and Delay in the Work Zone Gerald Ullman Research Engineer Texas Transportation Institute

Transportation Operations Group

Work Zone Consequences 40,000 injuries/year nationally 120 workers killed annually $4.5 billion/year national economic

cost

Page 5: Transportation Operations Group Designing for Speed, Congestion, and Delay in the Work Zone Gerald Ullman Research Engineer Texas Transportation Institute

Transportation Operations Group

Some other facts… 43,500 miles of the National Highway

System sees at least one day of work zone activity annually

• In summer, we lose the equivalent of 41 million vehicles per day of roadway capacity due to work zones

Page 6: Transportation Operations Group Designing for Speed, Congestion, and Delay in the Work Zone Gerald Ullman Research Engineer Texas Transportation Institute

Transportation Operations Group

Work Zone Exposure

6.2

5.0

12.4

60.8

0 10 20 30 40 50 60 70

Active WorkZones

Inactive WorkZones

Vehicle-Miles-Traveled, Billions

With Closures Total

Page 7: Transportation Operations Group Designing for Speed, Congestion, and Delay in the Work Zone Gerald Ullman Research Engineer Texas Transportation Institute

Transportation Operations Group

The Result…

Page 8: Transportation Operations Group Designing for Speed, Congestion, and Delay in the Work Zone Gerald Ullman Research Engineer Texas Transportation Institute

Transportation Operations Group

Speed Management in Work Zones

Enforcement Speed control technologies

Page 9: Transportation Operations Group Designing for Speed, Congestion, and Delay in the Work Zone Gerald Ullman Research Engineer Texas Transportation Institute

Transportation Operations Group

Enforcement considerations Realistic and

“reasonable” speed limits

Adequate coordination between DOT and enforcement agencies

Labor availability

Page 10: Transportation Operations Group Designing for Speed, Congestion, and Delay in the Work Zone Gerald Ullman Research Engineer Texas Transportation Institute

Transportation Operations Group

Enforcement Circulating 2-3 mph

Stationary 3-13 mph Police Traffic Controllers 2-14 mph Operation Hardhat ???

Page 11: Transportation Operations Group Designing for Speed, Congestion, and Delay in the Work Zone Gerald Ullman Research Engineer Texas Transportation Institute

Transportation Operations Group

Work Zone Speed Control Technologies

Enforcement surrogates Driver information/feedback Perceptual methods

Page 12: Transportation Operations Group Designing for Speed, Congestion, and Delay in the Work Zone Gerald Ullman Research Engineer Texas Transportation Institute

Transportation Operations Group

Enforcement Surrogates “Dummy” vehicles ----- Unmanned radar 0-2 mph Remote enforcement ----- Automated enforcement -----

Page 13: Transportation Operations Group Designing for Speed, Congestion, and Delay in the Work Zone Gerald Ullman Research Engineer Texas Transportation Institute

Transportation Operations Group

Driver Information/Feedback Changeable Message

Signs (CMS) 0-2 mph CMS w/ radar 0-6 mph Speed trailers 2-10 mph CB Wizard 0-2 mph Variable Speed Limits 0-5 mph*

Page 14: Transportation Operations Group Designing for Speed, Congestion, and Delay in the Work Zone Gerald Ullman Research Engineer Texas Transportation Institute

Transportation Operations Group

Perceptual Methods Rumble strips 1-6 mph Transverse markings 0 mph Narrowed lanes 0-8 mph

Page 15: Transportation Operations Group Designing for Speed, Congestion, and Delay in the Work Zone Gerald Ullman Research Engineer Texas Transportation Institute

Transportation Operations Group

Congestion and Delay Management in Work Zones

Increase work zone capacity and efficiency of flow

Reduce traffic demands at work zone bottleneck points

Communicate accurate estimates of delay and congestion expectations

Page 16: Transportation Operations Group Designing for Speed, Congestion, and Delay in the Work Zone Gerald Ullman Research Engineer Texas Transportation Institute

Transportation Operations Group

“Get In, Get Out, Stay Out”

77% motorists prefer long-term repairs, even if delays are more significant

Focus on longer-lasting materials, better construction methods, longer service life horizon

Major constraint: $$

Page 17: Transportation Operations Group Designing for Speed, Congestion, and Delay in the Work Zone Gerald Ullman Research Engineer Texas Transportation Institute

Transportation Operations Group

Increasing Capacity

Late-merge or dynamic merge control

Moveable barrier systems Contractor accountability

Page 18: Transportation Operations Group Designing for Speed, Congestion, and Delay in the Work Zone Gerald Ullman Research Engineer Texas Transportation Institute

Transportation Operations Group

Late Merge

Page 19: Transportation Operations Group Designing for Speed, Congestion, and Delay in the Work Zone Gerald Ullman Research Engineer Texas Transportation Institute

Transportation Operations Group

Moveable barrier

Page 20: Transportation Operations Group Designing for Speed, Congestion, and Delay in the Work Zone Gerald Ullman Research Engineer Texas Transportation Institute

Transportation Operations Group

Contractor Accountability Arizona SR 68 (FHWA-HOP-04-032) $400k incentive pool Travel times exceeding 27 minutes

reduced incentive pool

Page 21: Transportation Operations Group Designing for Speed, Congestion, and Delay in the Work Zone Gerald Ullman Research Engineer Texas Transportation Institute

Transportation Operations Group

Reducing Traffic Demands

Working at night and weekends Full roadway closures Portable Intelligent Transportation

System (ITS) technology

Page 22: Transportation Operations Group Designing for Speed, Congestion, and Delay in the Work Zone Gerald Ullman Research Engineer Texas Transportation Institute

Transportation Operations Group

Extent of Nightwork

0%

20%

40%

60%

80%

100%

Midn

ight

2:00

AM

3:00

AM

6:00

AM

8:00

AM

10:00

AM

Noon

2:00

PM

4:00

PM

6:00

PM

8:00

PM

10:00

PM

Per

cen

t o

f C

on

trac

t W

ork

Zo

nes

Wit

h A

ctiv

e L

ane

Clo

sure

s A

t T

hat

Tim

e o

f D

ay

Night work 18+ Hours/day Daytime

Page 23: Transportation Operations Group Designing for Speed, Congestion, and Delay in the Work Zone Gerald Ullman Research Engineer Texas Transportation Institute

Transportation Operations Group

Concerns about Nightwork

Efficiency, quality of work Safety

Traveling public Workers

Worker quality of life

Page 24: Transportation Operations Group Designing for Speed, Congestion, and Delay in the Work Zone Gerald Ullman Research Engineer Texas Transportation Institute

Transportation Operations Group

Full Roadway Closures Roadway completely closed, traffic

routed to alternative routes Increases work efficiency Eliminates traffic/work crew conflicts Requires high degree of coordination

and contingency planning Impacts off-site difficult to predict

and assess

Page 25: Transportation Operations Group Designing for Speed, Congestion, and Delay in the Work Zone Gerald Ullman Research Engineer Texas Transportation Institute

Transportation Operations Group

A Broader Perspective

Page 26: Transportation Operations Group Designing for Speed, Congestion, and Delay in the Work Zone Gerald Ullman Research Engineer Texas Transportation Institute

Transportation Operations Group

ITS Applications in Work Zones

Page 27: Transportation Operations Group Designing for Speed, Congestion, and Delay in the Work Zone Gerald Ullman Research Engineer Texas Transportation Institute

Transportation Operations Group

Key principles

Motorists should not be told something they already know

Motorists should never be provided incorrect information (must maintain credibility)

Motorist diversion thresholds: 10-20 minutes delay

Page 28: Transportation Operations Group Designing for Speed, Congestion, and Delay in the Work Zone Gerald Ullman Research Engineer Texas Transportation Institute

Transportation Operations Group

Questions