+35.26098, -80.88010
35°15'40" N, 80°52'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:000000001190216
Old structure number:000000000119216 (from 1992 edition)
Location:0.17 MI. S. JCT. NC16
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:80.1 ft. [24.4 m]
Total length:386.2 ft. [117.7 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:34.8 ft. [10.6 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1991
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:6
Main spans material:Prestressed concrete [5]
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:7,900 [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:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:85.8 tons [78.0 metric tons]
Inventory rating:46.9 tons [42.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201479.0Functionally obsoleteSatisfactoryGoodGood7900
August 201278.0Functionally obsoleteFairGoodGood12000
August 201079.0Functionally obsoleteSatisfactoryVery GoodGood12000
September 200879.0Functionally obsoleteSatisfactoryVery GoodVery Good11200
September 200674.5Not deficientGoodVery GoodVery Good11200
December 200374.5Not deficientGoodVery GoodVery Good11200
March 200282.0Not deficientVery GoodVery GoodVery Good11200
February 200082.0Not deficientVery GoodVery GoodVery Good11200
November 199782.0Not deficientVery GoodVery GoodVery Good11200
November 199580.0Not deficientVery GoodVery GoodVery Good11200
December 199380.0Not deficientVery GoodVery GoodVery Good11200
December 199177.0Not deficientVery GoodVery GoodVery Good13300