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HEART OF HUNTSVILL over HUNTSVILLE SPRING BRANCH

Map 

Coordinates:
+34.73000, -86.59833
34°43'48" N, 86°35'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HEART OF HUNTSVILL over HUNTSVILLE SPRING BRANCH
Structure number:019748
Location:0.5 MILE NORTH U.S. 431
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:69.9 ft. [21.3 m]
Total length:327.4 ft. [99.8 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:53.2 ft. [16.2 m]
Skew angle:27°
Owner:City or Municipal Highway Agency [04]
Year built:2007
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]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:120 [as of 2013]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:64.5 tons [58.6 metric tons]
Inventory rating:38.6 tons [35.1 metric tons]
Sufficiency rating:100.0
Estimated cost of work:$4,388,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 2015100.0GoodVery GoodVery GoodVery Good-120
July 2013100.0GoodVery GoodVery GoodVery Good-150
July 2011100.0GoodVery GoodVery GoodVery Good-150
July 2009100.0GoodVery GoodVery GoodVery Good-150
October 2007100.0GoodVery GoodVery GoodVery Good-150