Share:

INDIAN STREET over WILLOUGHBY CREEK

Map

Coordinates:
+27.17253, -80.21003
27°10'21" N, 80°12'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:INDIAN STREET over WILLOUGHBY CREEK
Structure number:894040
Location:0.7MI E of DIXIE HWY A1A
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:42.0 ft. [12.8 m]
Total length:96.1 ft. [29.3 m]
Roadway width between curbs:44.3 ft. [13.5 m]
Deck width edge-to-edge:53.8 ft. [16.4 m]
Skew angle:34°
Owner:County Highway Agency [02]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,761 [as of 2017]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
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:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodGoodGoodGood676196.5
November 2015GoodGoodGoodGood676196.5
November 2013GoodGoodGoodGood676196.5
November 2011GoodGoodGoodGood676195.8
November 2009GoodGoodGoodGood676196.5
November 2007GoodGoodGoodGood676196.5
November 2005GoodGoodGoodGood676196.5
December 2003GoodGoodGoodGood676196.5
December 2001GoodGoodGoodGood676196.4
December 1999GoodGoodGoodGood1005095.2
December 1997GoodVery GoodVery GoodGood1005095.2
December 1995GoodVery GoodVery GoodGood1005089.9
May 1994GoodGoodVery GoodGood1005096.2
May 1992GoodExcellentVery GoodExcellent-0.0