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SHAMROCK DRIVE over BRIAR CREEK

Map

Coordinates:
+35.23495, -80.77174
35°14'06" N, 80°46'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SHAMROCK DRIVE over BRIAR CREEK
Structure number:000000001190432
Location:0.2 MI.E.JCT.EASTWAY DR.
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:37.1 ft. [11.3 m]
Roadway width between curbs:48.2 ft. [14.7 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1970
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:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:67.5

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2016Fair5 out of 101700067.5
March 2014Fair5 out of 101700067.5
April 2012Fair5 out of 102040067.0
April 2010Good7 out of 102040078.5
April 2008Good7 out of 102040078.5
March 2006Good7 out of 102040078.5
April 2004Good7 out of 102040078.5
July 2002Good7 out of 102040078.5
September 2000Good7 out of 102040078.5
April 1998Good7 out of 102040078.5
May 1990Fair6 out of 101200099.1