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SR-116 E.B. & W.B. over INTRACOASTAL WATERWAY

Map 

Coordinates:
+30.36028, -81.44417
30°21'37" N, 81°26'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR-116 E.B. & W.B. over INTRACOASTAL WATERWAY
Structure number:720677
Location:Wonderwood over ICWW
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:250.0 ft. [76.2 m]
Total length:3585.5 ft. [1092.8 m]
Roadway width between curbs:78.4 ft. [23.9 m]
Deck width edge-to-edge:90.9 ft. [27.7 m]
Vertical clearance below bridge:65.0 ft. [19.8 m]
Owner:State Highway Agency [01]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:24
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: November 2014 

Status:Open, no restriction [A]
Average daily traffic:19,400 [as of 2013]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:65.5 tons [59.5 metric tons]
Inventory rating:41.0 tons [37.3 metric tons]
Sufficiency rating:88.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201488.2Not deficientGoodSatisfactoryGood19400
November 201287.6Not deficientGoodSatisfactoryGood20300
November 201086.6Not deficientGoodSatisfactoryGood22000
November 200887.5Not deficientGoodSatisfactoryGood20500
November 200688.0Not deficientGoodSatisfactoryGood19700
November 200491.5Not deficientGoodSatisfactoryGood14000