+35.85539, -78.93969
35°51'19" N, 78°56'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:000000000370054
Location:0.7 MI. E. JCT. NC751
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:47.9 ft. [14.6 m]
Total length:241.2 ft. [73.5 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:State Highway Agency [01]
Year built:1977
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:5
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: November 2016 

Status:Open, no restriction [A]
Average daily traffic:6,600 [as of 2013]
Truck traffic:6% 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:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:33.9 tons [30.8 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:71.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201671.4Not deficientGoodGoodGood6600
November 201471.4Not deficientGoodGoodGood6600
November 201273.1Not deficientGoodGoodGood4100
November 201073.4Not deficientSatisfactoryGoodSatisfactory3200
November 200873.7Not deficientSatisfactoryGoodSatisfactory2800
November 200692.2Not deficientSatisfactoryVery GoodVery Good600
November 200492.2Not deficientSatisfactoryVery GoodVery Good600
November 200292.2Not deficientSatisfactoryVery GoodVery Good600
January 200192.2Not deficientSatisfactoryVery GoodVery Good530
January 199992.3Not deficientSatisfactoryVery GoodVery Good430
January 199192.4Not deficientGoodVery GoodVery Good300