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OLD STEELE CRK RD. over SOUTHERN RAILROAD

Map 

Coordinates:
+35.22244, -80.89959
35°13'21" N, 80°53'59" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:OLD STEELE CRK RD. over SOUTHERN RAILROAD
Structure number:000000001190484
Location:.2MI.S.WILKINSON BLVD.
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:59.1 ft. [18.0 m]
Total length:222.1 ft. [67.7 m]
Roadway width between curbs:48.6 ft. [14.8 m]
Deck width edge-to-edge:60.4 ft. [18.4 m]
Vertical clearance below bridge:22.6 ft. [6.9 m]
Skew angle:34°
Owner:City or Municipal Highway Agency [04]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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: August 2014 

Status:Open, no restriction [A]
Average daily traffic:9,100 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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 replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:76.9 tons [69.9 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:63.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201463.0Functionally obsoleteSatisfactoryGoodFair9100
March 201463.0Functionally obsoleteSatisfactoryGoodFair9100
June 201271.8Functionally obsoleteFairGoodFair800
July 201083.9Functionally obsoleteSatisfactoryGoodGood800
August 200883.9Functionally obsoleteSatisfactoryGoodGood800
June 200685.4Functionally obsoleteSatisfactoryVery GoodGood800
April 200485.4Functionally obsoleteSatisfactoryVery GoodGood800
July 200284.9Functionally obsoleteSatisfactoryVery GoodGood800
August 200084.9Functionally obsoleteSatisfactoryVery GoodGood800
March 199884.9Functionally obsoleteSatisfactoryGoodGood800
April 199081.6Functionally obsoleteGoodGoodGood800