Benefit-Cost Analysis of Florida High-Friction Surface Treatments

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Benefit-Cost Analysis of Florida High-Friction Surface Treatments Bryan Wilson ,Brad Brimley, Jun Zhang, Anol Mukhopadhyay Texas A&M Transportation Institute Jim Mills Pavement Analytics, LLC Charles Holzschuher Florida Department of Transportation TRB 95 th Annual Meeting January 11, 2016 avement Analytics, LLC

Transcript of Benefit-Cost Analysis of Florida High-Friction Surface Treatments

Page 1: Benefit-Cost Analysis of Florida High-Friction Surface Treatments

Benefit-Cost Analysis of Florida High-Friction Surface TreatmentsBryan Wilson ,Brad Brimley, Jun Zhang, Anol MukhopadhyayTexas A&M Transportation Institute

Jim MillsPavement Analytics, LLC

Charles HolzschuherFlorida Department of Transportation

TRB 95th Annual MeetingJanuary 11, 2016Pavement Analytics, LLC

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High-Friction Surface Treatments• Reduces horizontal curve road departures• Maintenance treatment for bridge decks• Polish resistant aggregate in polymer resin binder

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HFST Crash Reduction Effectiveness

HFST > Roadway geometry correction (time intensive, costly)

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Our ResearchObjectives• Evaluate the crash rates on different roadway section

types before and after HFST construction.• Compare benefit-cost ratios of different HFST

applications.

Scope• Identify all HFST projects in Florida.• Collect project data and before/after crash histories.• Calculate benefit-cost ratios by section type.

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Procedures

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Data Collection• Project location• Contract and bidding documents• Roadway geometry• Traffic characteristics• Construction duration• Crash statistics

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Crash data• 5-yrs before HFST, and after HFST up to present• Exclude crashes outside HFST limits• Exclude crashes during construction period• KABCO coding• Crash rate:

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Data Analysis• HFST Section Cost

• Actual project cost• Normalized project cost

• Bid unit HFST cost• Comprehensive unit HFST cost

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Data Analysis• Benefit Calculation (3 methods)

• Total Crashes by KABCO (FDOT version)

• Total Crashes by average crash cost ($195,000)• Wet Weather by average crash cost ($195,000)

• Benefit-Cost per section type

Cost Type Cost Per Crash By Type (Thousands $) K A B C O

Lost Quality of Life $7,750 $919 $252 $108 $31.8 Economic $1,400 $82.0 $23.7 $19.5 $10.4 Societal Impact (Total Cost) $9,140 $1,001 $276 $128 $42.3 FDOT Societal Impact (Total Cost) $10,000 $819 $163 $100 $6.50

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Results

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Project Data• 23 total HFST projects

• Mainline and bridge deckapplications

• 47 unique HFST sections• 38 sections w/ data

• 16 tight curves• 16 wide curves/tangents• 6 intersections/ intersection

approaches

Mainline (Dev 333) Bridge deck (TSP 403)

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Radius

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Section Length

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Traffic Volume

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Existing Surface Type

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HFST Aggregate Type

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Crash Rates (Total Crashes)

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Crash Rates (Wet Weather Crashes)

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Change in Crash Rate

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HFST Unit Cost

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Normalized HFST Project Cost

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Benefit-Cost

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Benefit-Cost

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Conclusion

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Findings SummaryCrash reduction with HFST • Most effective on tight curves:

• Average 32% reduction of total crashes.• Average 75% reduction of wet weather crashes.

• Wide curves / tangents:• No crash history = no change in crash rate.

• Intersections/intersection approaches:• Effectiveness undetermined. • In some cases, total crashes were reduced (41%)• and increased in others (151%).

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Findings SummaryHFST Cost• Average bid unit cost: $34/yd2.• Average comprehensive unit cost: $59/yd2

• Average normalized HFST project costs:• Tight curves - $172,000• Wide curves / tangents - $560,000• Intersections / int. approaches - $476,000

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Findings SummaryBenefit-Cost Ratios (crash reduction perspective)• Most cost-effective on tight curves:

• 24.5 for total crashes (KABCO weighting).• 26.0 for total crashes (avg. weighting).• 18.0 for wet weather crashes (avg. weighting).• Individual projects with HIGH ratios of 118, 65, 56, and 30.

• Wide curves / tangents:• No benefit on average.

• Intersections / intersection approaches:• Avg. benefit-cost ratio undetermined. • Positive B-C ratio in some cases (50, 33, 20) • Negative B-C ratio in other cases (-66, -32, -23)

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Recommendations• Continue promoting HFST for crash reduction around tight

curves with a history of crashes.• Reduce emphasis of safety benefits when considering

HFST on wide curve/tangent sections that have no history of crashes.

• Evaluate benefit-cost of HFST as a maintenance treatment of concrete bridge decks.

• Evaluate in-detail the nature of crashes at intersection/ intersection approach sections and how the crashes may relate to the installation of HFST.

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Thank You.Questions?

Bryan [email protected]

Pavement Analytics, LLC