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CR 850W over BRUSH CREEK

Map

Coordinates:
+39.11736, -85.41328
39°07'02" N, 85°24'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 850W over BRUSH CREEK
Structure number:6900063
Location:00.06 N OF CR 275 N
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:9.8 ft. [3.0 m]
Total length:41.3 ft. [12.6 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:19.0 ft. [5.8 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1875
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Number of main spans:3
Main spans material:Masonry [8]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:350 [as of 2016]
Truck traffic:4% 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Sufficiency rating:59.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$100,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
October 2016Fair5 out of 1035059.7
October 2014Fair5 out of 1035059.7
November 2012Fair5 out of 1035059.7
November 2010PoorN out of 1035048.9
September 2008FairN out of 1035063.3
May 2006FairN out of 1035064.3
May 2004FairN out of 1033070.4
April 2002FairN out of 1033070.4
January 2000FairN out of 1033070.6
January 1998FairN out of 1033059.3
May 1996FairN out of 1030059.3
April 1994FairN out of 1030061.0
February 1992FairN out of 1030071.8
February 1990FairN out of 1030040.0