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SR-80 over HENDRY MARSH CANAL

Map

Coordinates:
+26.76836, -81.20584
26°46'06" N, 81°12'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR-80 over HENDRY MARSH CANAL
Structure number:070023
Location:8 Mi. W of US-27
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:15.1 ft. [4.6 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:State Highway Agency [01]
Year built:1953
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:6
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,300 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:65.1
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$95,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017FairGoodGoodSatisfactory1030065.1
May 2015FairGoodGoodSatisfactory580069.0
May 2013FairGoodGoodSatisfactory580069.0
May 2011FairGoodGoodSatisfactory650068.4
May 2009FairGoodGoodSatisfactory630068.5
May 2007FairGoodGoodSatisfactory660066.3
May 2005FairGoodGoodSatisfactory610066.7
May 2003FairGoodGoodSatisfactory550067.2
May 2001FairGoodGoodSatisfactory570067.1
May 1999FairGoodGoodSatisfactory860064.5
August 1997GoodGoodGoodGood520068.2
June 1995GoodGoodGoodGood400069.3
August 1993Good-GoodGood380171.6
September 1991GoodGoodGoodGood684866.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.7070000
Prestressed Concrete Pileeach2008120
Reinforced Concrete Pier Caplinear ft.160160000
Joints
Pourable Jointlinear ft.231231000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.180180000
Deck
Reinforced Concrete Slabsq. ft.2,9792,974050
Wearing Surfacessq. ft.2,5112,4690420