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SPICELAND ROAD over BRANCH OF BIG BLUE RIVER

Map

Coordinates:
+39.84364, -85.43984
39°50'37" N, 85°26'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SPICELAND ROAD over BRANCH OF BIG BLUE RIVER
Structure number:3300121
Location:00.30 N OF CR 650 S
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:25.9 ft. [7.9 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:28.2 ft. [8.6 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Skew angle:10°
Owner:County Highway Agency [02]
Year built:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Aluminum, Wrought Iron or Cast Iron [9]
Main span design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:400 [as of 2018]
Truck traffic:10% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:69.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$250,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
July 2018Poor4 out of 1040069.9
July 2017Poor4 out of 1040069.9
July 2016Poor4 out of 1040069.9
July 2015Poor4 out of 1040067.9
March 2014Fair5 out of 1040083.9
July 2011Fair6 out of 1040094.9
August 2009Fair6 out of 1040095.9
August 2007Good7 out of 1040095.9
July 2005Good7 out of 1040095.9
July 2003Good7 out of 1040093.4
August 2001FairN out of 1038555.3
May 1999FairN out of 1032554.3
April 1997FairN out of 1032554.3
April 1995FairN out of 1032555.3
April 1993FairN out of 1032555.3
April 1991FairN out of 1030050.1