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NC751 over WHITE OAK CREEK

Map 

Coordinates:
+35.75483, -78.95928
35°45'17" N, 78°57'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NC751 over WHITE OAK CREEK
Structure number:000000000370013
Location:0.9 MI.N.JCT.US64
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:44.9 ft. [13.7 m]
Total length:232.0 ft. [70.7 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1977
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: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 2015 

Status:Open, no restriction [A]
Average daily traffic:7,600 [as of 2013]
Truck traffic:7% 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:Equal to present minimum criteria [6]
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:96.8 tons [88.0 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:96.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201596.4Not deficientGoodGoodGood7600
November 201395.9Not deficientGoodGoodGood8700
November 201196.6Not deficientGoodGoodGood7300
November 200996.4Not deficientSatisfactoryVery GoodVery Good7700
October 200795.6Not deficientSatisfactoryVery GoodVery Good9500
November 200595.8Not deficientSatisfactoryVery GoodGood9000
October 200397.1Not deficientSatisfactoryVery GoodGood6100
November 200196.7Not deficientGoodVery GoodGood7000
November 199997.1Not deficientGoodVery GoodGood6100
November 199199.1Not deficientGoodVery GoodGood2000