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ELDER STREET over SHADES CREEK

Map 

Coordinates:
+33.52075, -86.71681
33°31'15" N, 86°43'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ELDER STREET over SHADES CREEK
Structure number:004100
Location:ELDER ST * SHADES CREEK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:14.8 ft. [4.5 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:38.1 ft. [11.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1951
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2014 

Status:Posted for load [P]
Average daily traffic:3,000 [as of 2014]
Truck traffic:2% of total traffic
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:15.0 tons [13.6 metric tons]
Inventory rating:9.9 tons [9.0 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:28.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$886,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201428.7Structurally deficient---3000
November 201328.7Structurally deficient---3000
November 201228.7Structurally deficient---3000
November 201049.9Not deficient---3000
November 200849.9Not deficient---3000
September 200649.9Not deficient---3000
October 200449.9Not deficient---3000
July 200268.1Not deficient---2500
August 200068.1Not deficient---2500
November 199868.3Not deficient---2500
September 199668.1Not deficient---2500
September 199468.1Not deficient---2500
September 199267.1Not deficient---2500