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NC902 over ROCKY RIVER

Map 

Coordinates:
+35.67879, -79.28994
35°40'44" N, 79°17'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NC902 over ROCKY RIVER
Structure number:000000000370028
Old structure number:000000000037028 (from 1992 edition)
Location:0.5 MI.W. JCT. SR2164
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:83.0 ft. [25.3 m]
Total length:250.0 ft. [76.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Owner:State Highway Agency [01]
Year built:1993
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 [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:1,500 [as of 2012]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:97.8 tons [88.9 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:91.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201491.3Not deficientGoodGoodGood1500
August 201291.3Not deficientGoodGoodGood1100
September 201091.3Not deficientSatisfactoryGoodVery Good1000
September 200891.3Not deficientSatisfactoryGoodVery Good1200
September 200691.3Not deficientGoodGoodVery Good1100
May 200491.3Not deficientSatisfactoryGoodVery Good1150
July 200291.3Not deficientVery GoodVery GoodVery Good1400
July 200091.3Not deficientVery GoodVery GoodVery Good1350
May 199891.2Not deficientVery GoodVery GoodVery Good1650
April 199691.3Not deficientVery GoodVery GoodVery Good1500
April 199491.3Not deficientExcellentExcellentExcellent1075
October 199391.3Not deficientExcellentExcellentExcellent1000
April 199218.9Structurally deficientFairGoodPoor1000
April 199019.3Structurally deficientFairGoodPoor800