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10 TH AVE WYLAM over UNITED STATES STEEL RR

Map 

Coordinates:
+33.50297, -86.93295
33°30'11" N, 86°55'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:10 TH AVE WYLAM over UNITED STATES STEEL RR
Structure number:004337
Location:10 TH AVE * 10TH CT WYLAM
Purpose:Carries highway over railroad
Route classification:Local (Urban) [19]
Length of largest span:40.0 ft. [12.2 m]
Total length:119.1 ft. [36.3 m]
Roadway width between curbs:27.6 ft. [8.4 m]
Deck width edge-to-edge:31.8 ft. [9.7 m]
Vertical clearance below bridge:22.0 ft. [6.7 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1952
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,500 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:57.8 tons [52.5 metric tons]
Inventory rating:34.7 tons [31.5 metric tons]
Sufficiency rating:76.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,063,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201676.7FairSatisfactorySatisfactorySatisfactoryFO3500
December 201476.7FairGoodGoodSatisfactoryFO3500
December 201276.7FairGoodGoodSatisfactoryFO3500
December 201076.7FairGoodGoodSatisfactoryFO3500
January 200976.7FairGoodGoodSatisfactoryFO3500
November 200655.0FairGoodGoodSatisfactoryFO3500
December 200455.0FairGoodGoodSatisfactoryFO3500
September 200255.2FairGoodGoodSatisfactoryFO3000
August 200055.2FairGoodGoodSatisfactoryFO3000
December 199855.1FairGoodGoodSatisfactoryFO3000
October 199654.9FairGoodGoodSatisfactoryFO3000
December 199454.8GoodGoodGoodGoodFO3000
December 199250.6GoodGoodGoodGoodFO3000