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SHUTTLESWORTH DR over VILLAGE CREEK

Map 

Coordinates:
+33.54508, -86.80932
33°32'42" N, 86°48'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SHUTTLESWORTH DR over VILLAGE CREEK
Structure number:000297
Location:SHUTTLESWORTH * VILLAGE C
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:13.1 ft. [4.0 m]
Total length:27.9 ft. [8.5 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1925
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]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:8,000 [as of 2014]
Truck traffic:25% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:36.0 tons [32.7 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:78.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$721,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201478.1Not deficient---8000
November 201288.4Not deficient---8000
November 201060.3Functionally obsolete---8000
November 200860.3Functionally obsolete---8000
April 200660.3Functionally obsolete---8000
October 200460.3Functionally obsolete---8000
July 200260.4Functionally obsolete---7800
September 200060.4Functionally obsolete---7800
September 199860.4Structurally deficient---7800
December 199660.1Structurally deficient---7800
November 199460.3Structurally deficient---7800
November 199260.3Structurally deficient---7800