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US29 over SEABOARD COASTLINE RR

Map 

Coordinates:
+35.23674, -80.83848
35°14'12" N, 80°50'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US29 over SEABOARD COASTLINE RR
Structure number:000000001190101
Location:0.15 MI. N. JCT. I277
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:62.0 ft. [18.9 m]
Total length:136.2 ft. [41.5 m]
Roadway width between curbs:76.1 ft. [23.2 m]
Deck width edge-to-edge:88.6 ft. [27.0 m]
Vertical clearance below bridge:23.3 ft. [7.1 m]
Skew angle:31°
Owner:State Highway Agency [01]
Year built:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Steel continuous [4]
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: November 2014 

Status:Open, no restriction [A]
Average daily traffic:20,000 [as of 2012]
Truck traffic:12% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Superior to present desirable criteria [9]
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:83.8 tons [76.2 metric tons]
Inventory rating:49.9 tons [45.4 metric tons]
Sufficiency rating:95.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201495.0Not deficientGoodGoodGood20000
November 2012100.0Not deficientGoodGoodGood19000
September 2010100.0Not deficientVery GoodVery GoodVery Good20000
September 2008100.0Not deficientVery GoodVery GoodVery Good30000
December 2006100.0Not deficientVery GoodVery GoodVery Good24000
July 2004100.0Not deficientVery GoodVery GoodVery Good24000
September 2002100.0Not deficientExcellentExcellentExcellent24000
September 2000100.0Not deficientExcellentExcellentExcellent20000
February 1998100.0Not deficientExcellentExcellentExcellent22800
August 199146.5Functionally obsoleteFairSatisfactoryFair17000