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SR 101 over HOGAN CREEK

Map

Coordinates:
+39.08333, -85.13000
39°04'60" N, 85°07'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 101 over HOGAN CREEK
Structure number:025080
Location:02.21 N US 50
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:60.0 ft. [18.3 m]
Total length:62.0 ft. [18.9 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1933
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 [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,030 [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]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
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]
Operating rating:65.9 tons [59.9 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:84.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$113,000

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
December 201584.3Fair5 out of 10-4030
December 201384.3Fair5 out of 10-4030
January 201284.3Fair5 out of 10-4030
December 200982.0Fair5 out of 10-4030
January 200882.0Fair5 out of 10-4030
March 200694.0Fair6 out of 10-4030
April 200493.2Fair6 out of 10-4030
May 200293.3Fair6 out of 10-3951
July 200093.6Fair6 out of 10-3065
August 199893.6Fair6 out of 10-3065
October 199693.6Fair6 out of 10-3065
November 199486.2Fair6 out of 10-1600
April 199389.2Fair6 out of 10-1600
October 199084.4Fair5 out of 10-1600