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Published byClaire Houston Modified over 6 years ago
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Posting Bridges for Specialized Single-Unit Trucks
Specialized Hauling Vehicles are closely spaced multi axle single unit trucks introduced in the last decade. Examples include dump trucks, construction vehicles, solid waste trucks, and other hauling trucks. They are considered legal in all states, if state laws do not explicitly exclude such vehicles. Bert Hartman May 2016
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FHWA Memo on SHV Ratings November 2013
Category 1 Bridges Rating factors less than 1.3 for any of the 3 standard legal vehicles Must be complete by December 2017 Category 2 Bridges All remaining load ratings need to be updated for the SHV’s Must be complete by December 2022 3710 Bridges Total, 2800 Local Agency
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Map of bridges to be evaluated by December 2017 is available
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Weight Limit Reduced for Legal Loads
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Weight Limit Reduced for Single Unit Vehicles Only
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Coordination with FHWA on 29 Posted Bridges – 15 Tons or Less
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Bridge With 15 Foot Spans
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Concrete Bridges With No Plans (246)
Load capacity cannot be calculated Judgement is used Bridges in service more than 20 years with no distress have adequate load capacity for legal loads up to the SU4 Concrete bridges without plans that are in fair or better condition will be posted for the SU5, SU6, and SU7
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Concrete Bridges With No Plans
Reduced capacity based on condition
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728 Category 1 Bridges To Rate
259 Reinforced Concrete Girder 213 Timber 178 Steel I Girder 43 Steel Truss 15 Arch Bridges 12 Complex Bridges 4 Culverts 2 Post Tensioned Girder 2 Steel Box Girder
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186 Category 1 Bridges Rated
59 Reinforced Concrete Girder 20 Rating Factors Above 1.0 39 Under Review 126 Steel I Girder 15 Rating Factors Above 1.0 111 Under Review (Bracing Issues) 1 Post Tensioned Girder 1 Rating Factor above 1.0
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Category 1 Load Rating Status
Arch Bridges Procedures under development 2 bridges to be rated 13 remaining arch bridges Timber 4 bridges to be rated 194 remaining timber bridges
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Load Restriction Letters
There are currently 40 bridges that are in progress for writing load restriction letters on.
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Steel I-Girder Bridge Under Review
Douglas County Bridge 19C209
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Steel I-Girder Bridge Under Review
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Retrofit of ODOT Bridge
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Retrofit of ODOT Bridge
96 holes drilled in the deck of a 22 foot by 26 foot bridge Cost $32,000
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Steel I-Girder Bridge, Steel Deck
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Lake Slough – 99W Built in 1919
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Poor Reinforcement Details
A load restriction letter was sent to post this bridge at 12/20/24 for the three classic legal trucks.
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Load Testing
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Lake Slough Advanced Analysis to avoid load Posting
Monthly monitoring until replaced Replacement to be bid in Sept 2016 Project Estimate- $2.9M
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Ochoco Creek Widened Both Sides – 1954
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No Plans for the original Bridge Freeze/Thaw Damage Shear and Flexure Cracks
Recommended Posting at 13/20/20 based on criteria for bridges with no plans. Letter sent in April. Bridge Designer and Materials Engineer investigated original structure to find additional rows of rebar using a rebar locator. Concrete was chipped away to identify reinforcement. The resulting load rating was less than the original analysis that was for without plans. Based on history of service carrying unrestricted loads, redundant load paths by having seven girders. Recommended Posting at 13 Tons in May. District wanted to use barriers and put traffic on widened structure, but widening was too narrow for that. Proof Load Test in early May. Discussion of using a temporary Acrow Bridge Letter to the OTC in May to add the bridge to the STIP for replacement
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Temporary Repair
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Repair Cost - $55K Replacement Cost -$2.9M
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Fixing America’s Surface Transportation Act (FAST Act)
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Fixing America’s Surface Transportation Act (FAST Act)
Interstate and within reasonable access to the Interstate. Emergency Vehicle Limits 86,000 Lbs. GVW 24,000 Lbs. Single Steer Axle 62,000 Lbs. Tandem Axle
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FHWA Memo on FAST Act States Must Consider These Vehicle Weight Limits When Load Rating And Posting Highway Bridges To Maintain Compliance
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Emergency Vehicle Tire Width
OAR (6/18/2015) 635 Pounds/Inch of Tire Width 1950’s and 1960’s bridges with “thin decks” Pavement fatigue damage increases to the fourth power
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THE END
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