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SHAMROCK DRIVE over UT TO BRIAR CREEK

Map

Coordinates:
+35.23416, -80.76907
35°14'03" N, 80°46'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SHAMROCK DRIVE over UT TO BRIAR CREEK
Structure number:000000001191169
Location:200FT.W.JCT.GLENVILLE AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:28.9 ft. [8.8 m]
Skew angle:43°
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]
Main span material:Concrete continuous [2]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:17,000 [as of 2012]
Truck traffic:7% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:83.1

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2016Fair6 out of 101700083.1
May 2014Fair6 out of 101700082.0
May 2012Good7 out of 10150081.8
May 2010Good7 out of 10150083.8
August 2008Good7 out of 10150083.8