SR1001 over HENRY FORK


+35.67304, -81.52465
35°40'23" N, 81°31'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SR1001 over HENRY FORK
Structure number:000000000230292
Location:0.8 MI.N.JCT.NC18
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:83.0 ft. [25.3 m]
Total length:214.9 ft. [65.5 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:2005
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:Prestressed concrete continuous [6]
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: January 2016 

Status:Open, no restriction [A]
Average daily traffic:1,600 [as of 2011]
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:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:81.8 tons [74.4 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:80.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201680.4Functionally obsoleteGoodGoodGood1600
January 201480.4Functionally obsoleteGoodGoodGood1600
January 201280.5Not deficientGoodGoodGood1400
January 201079.5Not deficientVery GoodVery GoodGood4200
November 200780.4Not deficientVery GoodVery GoodVery Good1800
March 200680.4Not deficientVery GoodVery GoodVery Good1800
May 200594.7Not deficientExcellentExcellentExcellent1800
September 200329.7Structurally deficientSatisfactorySatisfactoryFair1800
January 200230.4Structurally deficientSatisfactoryGoodFair1300
January 200030.4Functionally obsoleteSatisfactoryGoodFair1300
April 199023.1Structurally deficientSatisfactorySatisfactoryPoor1300