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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:24.0 ft. [7.3 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]
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: March 2016

Good/Fair/Poor Condition:Fair
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: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 replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:78.9 tons [71.7 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:74.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201674.3FairSatisfactorySatisfactorySatisfactoryFO9100
August 201463.0FairSatisfactoryGoodFairFO9100
March 201463.0FairSatisfactoryGoodFairFO9100
June 201271.8FairFairGoodFairFO800
July 201083.9FairSatisfactoryGoodGoodFO800
August 200883.9FairSatisfactoryGoodGoodFO800
June 200685.4FairSatisfactoryVery GoodGoodFO800
April 200485.4FairSatisfactoryVery GoodGoodFO800
July 200284.9FairSatisfactoryVery GoodGoodFO800
August 200084.9FairSatisfactoryVery GoodGoodFO800
March 199884.9FairSatisfactoryGoodGoodFO800
April 199081.6GoodGoodGoodGoodFO800