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DRAKE AVE over BRAHAN SPRING BRANCH

Map 

Coordinates:
+34.70363, -86.59814
34°42'13" N, 86°35'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DRAKE AVE over BRAHAN SPRING BRANCH
Structure number:005295
Old structure number:0000008645M0150 (from 1992 edition)
Location:2227 DRAKE AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:68.9 ft. [21.0 m]
Deck width edge-to-edge:78.7 ft. [24.0 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1955
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:3
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: November 2014 

Status:Open, no restriction [A]
Average daily traffic:17,300 [as of 2013]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:70.7 tons [64.3 metric tons]
Inventory rating:42.5 tons [38.6 metric tons]
Sufficiency rating:95.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,131,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201495.4Not deficient---17300
November 201295.2Not deficient---19300
November 201095.2Not deficient---19700
November 200857.3Functionally obsolete---19700
December 200656.9Functionally obsolete---22500
December 200456.9Functionally obsolete---22500
December 200256.9Functionally obsolete---22500
January 200156.6Functionally obsolete---24100
February 199954.6Structurally deficient---36590
February 199754.3Structurally deficient---36560
December 199455.5Structurally deficient---36500
February 199355.5Structurally deficient---36400
February 199163.2Structurally deficient---36300