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CR 875E over BR MILL CREEK

Map

Coordinates:
+39.51056, -86.69222
39°30'38" N, 86°41'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:CR 875E over BR MILL CREEK
Structure number:6700227
Location:00.40 N of CR 1050S
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:20.0 ft. [6.1 m]
Total length:21.7 ft. [6.6 m]
Roadway width between curbs:20.3 ft. [6.2 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1920
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:28 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:27.9 tons [25.4 metric tons]
Inventory rating:14.0 tons [12.7 metric tons]
Sufficiency rating:47.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$339,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201547.0FairFairFairFair-28
April 201347.0FairFairFairFair-26
March 201146.8FairFairFairFair-26
February 200946.8FairFairFairFair-25
April 200746.5FairFairFairFair-25
March 200565.3FairSatisfactorySatisfactorySatisfactory-21
March 200361.3FairSatisfactorySatisfactorySatisfactoryFO20
June 200061.5FairSatisfactorySatisfactorySatisfactoryFO18
December 199861.3FairSatisfactorySatisfactorySatisfactoryFO18
June 199661.3FairSatisfactorySatisfactorySatisfactoryFO17
March 199447.7FairSatisfactorySatisfactorySatisfactorySD100
January 199247.7FairSatisfactorySatisfactorySatisfactorySD100
December 198947.7FairSatisfactorySatisfactorySatisfactorySD100