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HIGHLAND CRK. PKWY over CLARK CREEK TRIBUTARY

Map

Coordinates:
+35.38097, -80.76730
35°22'51" N, 80°46'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HIGHLAND CRK. PKWY over CLARK CREEK TRIBUTARY
Structure number:000000001191166
Location:.1MI.E.JCT.RAVENCREST DR.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:14.1 ft. [4.3 m]
Total length:30.8 ft. [9.4 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:2009
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:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 2005]
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:84.9

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2016Good7 out of 10100084.9
May 2014Good7 out of 10100084.9
May 2012Good7 out of 10100082.9
May 2010Good7 out of 10100084.9
August 2008Good7 out of 10100084.9