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BRIAR CREEK ROAD over UT TO EDWARDS BRANCH

Map

Coordinates:
+35.20648, -80.80041
35°12'23" N, 80°48'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BRIAR CREEK ROAD over UT TO 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]
Design load:M 18 / H 20 [4]
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 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:7,900 [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: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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:36.0 tons [32.7 metric tons]
Inventory rating:21.0 tons [19.1 metric tons]
Sufficiency rating:58.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201658.9FairGoodGoodSatisfactoryFO7900
April 201442.7FairFairFairSatisfactoryFO2500
April 201238.7FairFairFairGoodFO2500
April 201050.6FairSatisfactoryGoodGoodFO2500
April 200850.6FairSatisfactoryGoodGoodFO2500
May 200643.7GoodGoodGoodGoodSD2500
April 200443.7GoodGoodGoodGoodSD2500
July 200243.7GoodGoodGoodGoodSD2500
July 200043.7GoodGoodGoodGoodSD2500
April 199843.7FairSatisfactoryGoodGoodSD2500
May 199037.3FairFairSatisfactorySatisfactorySD7000