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SR1001 over HENRY FORK CREEK

Map 

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

Facts 

Name:SR1001 over HENRY FORK CREEK
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:29.9 ft. [9.1 m]
Deck width edge-to-edge:33.1 ft. [10.1 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:M 9 / H 10 [1]
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 

Good/Fair/Poor Condition:Good
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]
Sufficiency rating:80.4

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201680.4GoodGoodGoodGoodFO1600
January 201480.4GoodGoodGoodGoodFO1600
January 201280.5GoodGoodGoodGood-1400
January 201079.5GoodVery GoodVery GoodGood-4200
November 200780.4GoodVery GoodVery GoodVery Good-1800
March 200680.4GoodVery GoodVery GoodVery Good-1800
May 200594.7GoodExcellentExcellentExcellent-1800
September 200329.7FairSatisfactorySatisfactoryFairSD1800
January 200230.4FairSatisfactoryGoodFairSD1300
January 200030.4FairSatisfactoryGoodFairFO1300
April 199023.1PoorSatisfactorySatisfactoryPoorSD1300