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BELL STREET over SCLLN RR

Map 

Coordinates:
+32.37744, -86.32351
32°22'39" N, 86°19'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BELL STREET over SCLLN RR
Structure number:001306
Old structure number:0000010851M0350 (from 1992 edition)
Location:100 FT.W. OF I65
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:94.2 ft. [28.7 m]
Total length:270.0 ft. [82.3 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:61.4 ft. [18.7 m]
Vertical clearance below bridge:22.3 ft. [6.8 m]
Skew angle:32°
Owner:City or Municipal Highway Agency [04]
Year built:1935
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:6,980 [as of 1990]
Truck traffic:3% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:75.6 tons [68.7 metric tons]
Inventory rating:45.2 tons [41.1 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:58.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$5,821,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201458.7Structurally deficientPoorFairFair6980
December 201250.2Functionally obsoleteFairFairFair6980
December 201050.2Functionally obsoleteFairFairFair6980
November 200850.2Functionally obsoleteFairFairFair6980
December 200651.2Functionally obsoleteFairFairFair6980
November 200451.2Functionally obsoleteFairFairFair6980
November 200263.0Functionally obsoleteSatisfactorySatisfactorySatisfactory6980
November 200063.0Functionally obsoleteSatisfactorySatisfactorySatisfactory6980
November 199862.0Functionally obsoleteSatisfactorySatisfactorySatisfactory6980
October 199661.7Functionally obsoleteSatisfactorySatisfactorySatisfactory6980
April 199463.8Not deficientSatisfactorySatisfactoryGood6980
August 199262.8Not deficientSatisfactoryGoodGood6980
May 199074.6Not deficientSatisfactoryGoodGood6980