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AC SKINNER PKWY over TIGERHOLE CREEK

Map

Coordinates:
+30.24722, -81.56667
30°14'50" N, 81°34'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:AC SKINNER PKWY over TIGERHOLE CREEK
Structure number:724409
Location:1.0 MI E OF BELFORT PKWY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:11.2 ft. [3.4 m]
Total length:52.5 ft. [16.0 m]
Skew angle:29°
Owner:City or Municipal Highway Agency [04]
Year built:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:14,401 [as of 2018]
Truck traffic:5% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
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:84.2

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2018Good7 out of 101440184.2
November 2016Good7 out of 101440184.2
November 2014Good7 out of 101440184.2
November 2012Good7 out of 101440184.2
November 2010Good7 out of 101440184.2
November 2008Good7 out of 101440183.4
November 2006Good7 out of 101440183.4