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SHAMROCK DRIVE over BRIAR CREEK

Map 

Coordinates:
+35.23488, -80.77158
35°14'06" N, 80°46'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:48.6 ft. [14.8 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:MS 18+Mod / HS 20+Mod [6]
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 

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]
Operating rating:45.9 tons [41.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:67.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201667.5Functionally obsolete---17000
March 201467.5Functionally obsolete---17000
April 201267.0Functionally obsolete---20400
April 201078.5Functionally obsolete---20400
April 200878.5Functionally obsolete---20400
March 200678.5Functionally obsolete---20400
April 200478.5Functionally obsolete---20400
July 200278.5Functionally obsolete---20400
September 200078.5Functionally obsolete---20400
April 199878.5Functionally obsolete---20400
May 199099.1Not deficient---12000