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US64,NC18 over BRISTOL CREEK

Map 

Coordinates:
+35.81564, -81.65473
35°48'56" N, 81°39'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US64,NC18 over BRISTOL CREEK
Structure number:000000000230111
Location:0.3 MI.S.JCT.SR1569
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:33.1 ft. [10.1 m]
Total length:105.0 ft. [32.0 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1935
Year reconstructed:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:8,200 [as of 2012]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:63.9 tons [58.1 metric tons]
Inventory rating:38.0 tons [34.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:72.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201572.6Functionally obsoleteGoodSatisfactoryGood8200
October 201372.6Functionally obsoleteGoodSatisfactoryGood8200
October 201161.5Functionally obsoleteGoodFairGood6900
October 200973.1Functionally obsoleteGoodGoodGood7500
September 200773.5Functionally obsoleteGoodGoodGood7000
February 200672.6Functionally obsoleteGoodGoodGood8200
September 200371.5Functionally obsoleteGoodGoodGood9500
January 200272.3Functionally obsoleteGoodGoodGood8600
January 200072.3Functionally obsoleteGoodGoodGood8600
January 199277.9Functionally obsoleteGoodGoodGood5800