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NC160 over SOUTHERN RAILROAD

Map 

Coordinates:
+35.20909, -80.91267
35°12'33" N, 80°54'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NC160 over SOUTHERN RAILROAD
Structure number:000000001190054
Location:0.6 MI. N. JCT. US521
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:51.8 ft. [15.8 m]
Total length:136.2 ft. [41.5 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:64.6 ft. [19.7 m]
Vertical clearance below bridge:22.0 ft. [6.7 m]
Owner:State Highway Agency [01]
Year built:1956
Year reconstructed:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:3
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: February 2016 

Status:Open, would be posted or closed except for temporary shoring [D]
Average daily traffic:11,000 [as of 2012]
Truck traffic:12% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:1.0 tons [0.9 metric tons]
Inventory rating:1.0 tons [0.9 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:7.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 20167.0Structurally deficientGoodSeriousSatisfactory11000
February 20147.0Structurally deficientGoodSeriousSatisfactory11000
February 201211.0Structurally deficientGoodSeriousFair9800
February 201011.4Structurally deficientGoodPoorSatisfactory9500
March 200842.2Structurally deficientGoodPoorSatisfactory9500
March 200677.4Not deficientGoodGoodVery Good15000
December 200377.4Not deficientGoodGoodVery Good15000
March 200277.9Not deficientGoodGoodVery Good12000
February 200078.2Not deficientGoodGoodVery Good10500
November 199159.4Not deficientGoodGoodVery Good9500