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IVY STREET over BRAHAN SPRING BRANCH

Map 

Coordinates:
+34.70493, -86.59897
34°42'18" N, 86°35'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IVY STREET over BRAHAN SPRING BRANCH
Structure number:002856
Old structure number:0000009045M0010 (from 1992 edition)
Location:IVY ST W OF M F STADIUM
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:11.2 ft. [3.4 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:31.8 ft. [9.7 m]
Deck width edge-to-edge:41.3 ft. [12.6 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1945
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:3,175 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:65.0 tons [59.1 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:94.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$569,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201494.7Not deficient---3175
April 201294.7Not deficient---3175
April 201094.7Not deficient---3175
April 200858.0Functionally obsolete---3175
September 200658.0Functionally obsolete---3175
October 200458.0Functionally obsolete---3175
November 200258.0Functionally obsolete---3175
December 200058.0Functionally obsolete---3175
December 199858.0Structurally deficient---3175
November 199657.8Structurally deficient---3175
December 199455.6Structurally deficient---3120
February 199355.6Structurally deficient---3100
January 199162.8Structurally deficient---3000