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CR 750N over CRIPE RUN

Map

Coordinates:
+40.39525, -86.60234
40°23'43" N, 86°36'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 750N over CRIPE RUN
Structure number:1200029
Location:00.20 W OF CR 500 W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:45.9 ft. [14.0 m]
Total length:47.2 ft. [14.4 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:18.7 ft. [5.7 m]
Owner:County Highway Agency [02]
Year built:1937
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:102 [as of 2014]
Truck traffic:5% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
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 conditions; field review indicates action is required. [4]
Sufficiency rating:49.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$500,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2018Fair5 out of 1010249.7
April 2016Fair5 out of 1010249.7
April 2014Fair5 out of 1010254.2
April 2012Poor4 out of 1010050.4
May 2010Poor4 out of 1010061.7
March 2008Fair5 out of 1010077.7
March 2006Fair6 out of 1010089.7
March 2004FairN out of 1010078.2
February 2002FairN out of 1010078.2
March 2000FairN out of 1010061.4
January 1998FairN out of 1010061.2
February 1996FairN out of 1010062.3
April 1994FairN out of 1010062.3
October 1991PoorN out of 1010029.5
October 1989PoorN out of 1010044.2