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Page 1: Andy Keel, P.E. - Transportation.orgaii.transportation.org/Documents/FloridaDOTPresentation(Keel)(June2006).pdf1 Andy Keel, P.E. Roadway Design Office Criteria and Standards Section

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Andy Keel, P.E.Roadway Design OfficeCriteria and Standards Section850-414-4334/SC [email protected]

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Do Cable Barriers Work?

Design Conference 2006

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3Design Conference 2006

Do Cable Barriers Work?

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DISCLAIMER

PREFERENCES

Design Conference 2006

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5Design Conference 2006

OUTLINE• Why Median Barrier?• Old vs. New• High Tension Cable Barrier System• Design Considerations• Construction Sequence• Maintenance• Installation Cost• Cable Barrier In Florida• Things To Think About

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Design Conference 2006

Why Median Barrier ?

• Many Cross Median Crashes occur on medians greater than 30 feet wide

• 64 Ft. Median – 30 Angle – 70 mph

• Across Median Crashes 3x’s more severe than other freeway crashes (NC98)

• WI Study- 53% of Cross Median Crashes resulted in personal injury & 7% involved a fatality

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Why Median Barrier ?

• Median encroachments increase with higher traffic volumes

• Brevard Co. 1994-2001 – 123 fatal crashes. Almost 1/3 involved in median crossovers

• Crossover deaths may be under reported because of the way reporting officers record the incidents on crash reports

Design Conference 2006

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Why Median Barrier ?

Design Conference 2006

446342118Fatalities

425261712Fatal Crossover Crashes

20052004200320022001SR 91

Florida's Turnpike Median Crash Data

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Median Barrier Options Available

Design Conference 2006

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Median Barrier Options Available

Design Conference 2006

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Median Barrier Options Available

Design Conference 2006

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“We Don’t Do Cable”

Design Conference 2006

Cable

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Design Conference 2006

Memo

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US Cable

Design Conference 2006

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US Cable

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US Cable After Hit

Design Conference 2006

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High Tension Cable After A Hit

Design Conference 2006

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Basic Segments Of Cable Barrier System

• End Anchors

• Transition Sections

• Basic Length of Need Section

Design Conference 2006

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End Anchors• Deadman Type

• Crashworthy

• Guardrail

Design Conference 2006

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Deadman Type

Design Conference 2006

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Crashworthy

Design Conference 2006

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Guardrail

Design Conference 2006

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Transition Section

Design Conference 2006

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Basic Length of Need Section

• Brifen

• CASS by Trinity

• Gibraltar

• Nucor Marion

• Safence

Design Conference 2006

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Brifen

Design Conference 2006

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CASS

Design Conference 2006

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Gibraltar

Design Conference 2006

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Nucor Marion

Design Conference 2006

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Safence

Design Conference 2006

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Tension Adjustment

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Design Considerations• Location

• Deflection Space

• Type Anchors

• Post Footings

Design Conference 2006

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Design Consideration• Location- Center Line Of Median

Design Conference 2006

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Design Consideration• Location- Shoulder

Design Conference 2006

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Design Consideration• Location – Slope

Design Conference 2006

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Design Consideration• Location – Slope

Design Conference 2006

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Design Consideration• Location – Slope

Design Conference 2006

1 ft. Offset 4 ft. Offset

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Design Considerations• Deflection – Controlled by Post Spacing

Design Conference 2006

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Design Consideration• Deflection – Also affected by angle & speed

Design Conference 2006

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Design Considerations

• Deadman

• Crashworthy

• Guardrail Connection

Type Anchors

Design Conference 2006

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Design Considerations

Driven Concrete With SocketsPost Footings

Design Conference 2006

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Construction SequencePrepare Ground

Design Conference 2006

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Construction Sequence

Design Conference 2006

Misc. Asphalt Placed

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Construction Sequence

Design Conference 2006

Holes Drilled & Sockets Installed

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Construction SequencePosts Installed and Cable Strung

Design Conference 2006

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Construction SequenceCable Tensioned

Design Conference 2006

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Maintenance

• Remove Damaged Posts

• Insert New Posts In Sockets

• Re-attach Cable

Design Conference 2006

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Maintenance Video

Design Conference 2006

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Maintenance

Estimated Repair Time For A “Typical Hit”

Most States reporting 30-60 Minutes

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Installation CostsNumbers Vary

Anchors Included or separate?

Cable System Only?

Mowing Strip / Earthwork?

Maintenance Of Traffic?

Design Conference 2006

$9 --- $19 LF

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Installation CostsBeachline Comparison

6.3 mi. Double Face Guardrail

11.1 mi. Cable Barrier

$338,000 per mi.

$209,000 per mi.

Savings: $129,000 per mi.

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Cable Barrier In Florida• HEFT

• District 7

• Turnpike Canals

• District 1

Developmental Specification

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Things To Think About

We Know:

Median barriers can significantly reduce Cross Median Crashes

Barrier selection & placement are critical for optimal performance

Cable barriers offer cost savings while meeting current test level requirements

High Tension Cable barriers can sustain hits and still remain effective

Number of incidents will increase, but severity will be significantly reduced

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Things To Think About

We don’t know:

What median width / ADT combinations result in cost-effective warrants

How median barriers (cable, w-beam, concrete) perform when struck by a vehicle coming UP a slope into the barrier

Life cycle cost

Performance in hits on convex side of horizontal curves

Performance in sag vertical curves

Life of the cables / long term performance of cables

$$$$$

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Things To Think About

Additional Issues:

•Ambient air vs. rope temperature

•Cable tension tolerances

•Best lateral placement

•Pre-stretched vs. non pre-stretched

•Field applied vs. factory applied fittings

•Others ??

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Things To Think About

The future:

Standardization?

Standardization of testing?

Standard specification?

?

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Snow At Concrete Barrier

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