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SR 56 over NEUKAM CREEK

Map

Coordinates:
+38.48086, -86.81490
38°28'51" N, 86°48'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 56 over NEUKAM CREEK
Structure number:020020
Location:00.16 W SR 545
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:16.1 ft. [4.9 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Skew angle:47°
Owner:State Highway Agency [01]
Year built:1987
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:2
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,457 [as of 2004]
Truck traffic:10% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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: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 assessed or calculated scour condition. [5]
Sufficiency rating:87.9

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2016Fair5 out of 10345787.9
September 2014Fair5 out of 10345787.9
September 2012Fair5 out of 10345787.9
September 2010Fair5 out of 10345780.3
September 2008Fair5 out of 10345780.3
September 2006Fair5 out of 10345780.7
September 2004Fair5 out of 10345780.3
September 2002Fair5 out of 10338980.3
March 2001Fair5 out of 10338980.3
February 1999Fair5 out of 10300780.4
February 1997Fair5 out of 10300780.4
February 1995Fair5 out of 10280088.0
February 1993Good8 out of 10280099.2
February 1991Good7 out of 10280099.2