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WEDDINGTON ROAD over ROCKY RIVER

Map 

Coordinates:
+35.37303, -80.70592
35°22'23" N, 80°42'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WEDDINGTON ROAD over ROCKY RIVER
Structure number:000000000250366
Location:1.3MI.S.JCT.PITTSCHOOL RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:88.9 ft. [27.1 m]
Total length:334.0 ft. [101.8 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:80.7 ft. [24.6 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
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: June 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,000 [as of 2012]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:40.9 tons [37.2 metric tons]
Sufficiency rating:98.7

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201698.7GoodGoodVery GoodVery Good-9000
April 201498.7GoodGoodVery GoodVery Good-9000
April 201298.7GoodGoodVery GoodVery Good-9200
April 201079.3GoodGoodVery GoodVery Good-9200
April 200879.3GoodGoodVery GoodVery Good-9200
March 200680.8GoodGoodVery GoodVery Good-1000
June 200480.8GoodGoodVery GoodVery Good-1000