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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 

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. ratingEvaluationDeckSuper.Sub.ADT
July 2015100.0Not deficientVery GoodVery GoodVery Good120
July 2013100.0Not deficientVery GoodVery GoodVery Good150
July 2011100.0Not deficientVery GoodVery GoodVery Good150
July 2009100.0Not deficientVery GoodVery GoodVery Good150
October 2007100.0Not deficientVery GoodVery GoodVery Good150