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BRIAR CREEK ROAD over EDWARDS BRANCH

Map 

Coordinates:
+35.20648, -80.80041
35°12'23" N, 80°48'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BRIAR CREEK ROAD over EDWARDS BRANCH
Structure number:000000001190428
Location:0.2 MI.N.JCT.7TH STREET
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:40.0 ft. [12.2 m]
Total length:42.0 ft. [12.8 m]
Roadway width between curbs:44.9 ft. [13.7 m]
Deck width edge-to-edge:57.1 ft. [17.4 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1950
Year reconstructed:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2014 

Status:Posted for load [P]
Average daily traffic:2,500 [as of 1994]
Truck traffic:7% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:27.0 tons [24.5 metric tons]
Inventory rating:16.0 tons [14.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:42.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201442.7Functionally obsoleteFairFairSatisfactory2500
April 201238.7Functionally obsoleteFairFairGood2500
April 201050.6Functionally obsoleteSatisfactoryGoodGood2500
April 200850.6Functionally obsoleteSatisfactoryGoodGood2500
May 200643.7Structurally deficientGoodGoodGood2500
April 200443.7Structurally deficientGoodGoodGood2500
July 200243.7Structurally deficientGoodGoodGood2500
July 200043.7Structurally deficientGoodGoodGood2500
April 199843.7Structurally deficientSatisfactoryGoodGood2500
May 199037.3Structurally deficientFairSatisfactorySatisfactory7000