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Tradition Blvd. over Davenport Creek

Map

Coordinates:
+28.27035, -81.59324
28°16'13" N, 81°35'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Tradition Blvd. over Davenport Creek
Structure number:924186
Location:0.2 Mi. S. of Spine Rd.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:68.9 ft. [21.0 m]
Total length:347.1 ft. [105.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:46.6 ft. [14.2 m]
Owner:Other Local Agencies [25]
Year built:2005
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:5
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,000 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:91.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018GoodGoodVery GoodGood200091.0
June 2016GoodGoodVery GoodGood200091.0
June 2014GoodGoodVery GoodGood200091.0
April 2012GoodGoodVery GoodGood200091.0
April 2010GoodGoodVery GoodGood200091.0
January 2008GoodExcellentExcellentVery Good100089.5
August 2005GoodExcellentExcellentExcellent-100.0