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SHARON VIEW RD. over SWAN RUN BRANCH

Map

Coordinates:
+35.12678, -80.79217
35°07'36" N, 80°47'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SHARON VIEW RD. over SWAN RUN BRANCH
Structure number:000000001190710
Location:0.1 MI.E.OLD PROVIDENCE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:24.9 ft. [7.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1977
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:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,900 [as of 2012]
Truck traffic:7% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:85.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2016Good7 out of 10990085.0
April 2014Good7 out of 10990085.0
April 2012Good7 out of 101450099.0
April 2010Good8 out of 1014500100.0
April 2008Good8 out of 101450083.0
April 2006Good8 out of 101450083.0
April 2004Good8 out of 101450099.0
July 2002Good8 out of 101450099.0
August 2000Good8 out of 101450099.0
March 1998Good8 out of 101450099.0