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Higgs Rd. over ALDER CREEK

Map

Coordinates:
+37.41333, -86.47444
37°24'48" N, 86°28'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Higgs Rd. over ALDER CREEK
Structure number:043C00036N
Location:1.MI. SE JCT US 62
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:30.5 ft. [9.3 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:17.4 ft. [5.3 m]
Owner:County Highway Agency [02]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2006]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:57.8 tons [52.5 metric tons]
Inventory rating:34.7 tons [31.5 metric tons]
Sufficiency rating:84.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201684.2GoodGoodGoodGoodFO50
April 201484.2GoodVery GoodVery GoodVery GoodFO50
April 201284.2GoodVery GoodVery GoodVery GoodFO50
April 201085.5GoodVery GoodVery GoodVery GoodFO50
April 200885.5GoodVery GoodVery GoodVery GoodFO50
April 200685.5GoodVery GoodVery GoodVery GoodFO50