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EAST ARBOR over BRANCH

Map 

Coordinates:
+34.74943, -86.59177
34°44'58" N, 86°35'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EAST ARBOR over BRANCH
Structure number:006014
Old structure number:0000012145M0010 (from 1992 edition)
Location:OAKWOOD * EAST ARBOR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:21.0 ft. [6.4 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1957
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:900 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:61.6 tons [56.0 metric tons]
Inventory rating:37.1 tons [33.7 metric tons]
Sufficiency rating:94.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$436,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201494.4Not deficient---900
August 201294.4Not deficient---900
August 201094.4Not deficient---900
August 200857.9Functionally obsolete---900
November 200657.9Functionally obsolete---900
November 200457.9Functionally obsolete---900
November 200257.9Functionally obsolete---900
December 200057.9Functionally obsolete---900
December 199848.4Structurally deficient---5005
November 199647.2Structurally deficient---5000
December 199449.2Structurally deficient---4915
February 199349.2Structurally deficient---4900
February 199153.4Structurally deficient---4800