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CR 800 WEST over SILVER CREEK

Map 

Coordinates:
+40.88778, -85.60806
40°53'16" N, 85°36'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CR 800 WEST over SILVER CREEK
Structure number:3500053
Location:00.15 N OF MAPLEGROVE RD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:59.1 ft. [18.0 m]
Total length:62.7 ft. [19.1 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Owner:County Highway Agency [02]
Year built:1920
Year reconstructed:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016 

Good/Fair/Poor Condition:Fair
Status:Posted for other load-capacity restriction [R]
Average daily traffic:100 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:82.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,150,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201682.0FairSatisfactorySatisfactoryFair-100
February 201482.0FairSatisfactorySatisfactoryFair-100
February 201282.0FairSatisfactorySatisfactoryFair-100
March 201070.0PoorSatisfactorySatisfactoryPoorSD100
April 200894.0FairSatisfactoryGoodSatisfactory-100
April 200694.0FairSatisfactoryGoodSatisfactory-100
February 200493.0FairSatisfactoryGoodSatisfactory-100
February 200266.0PoorSatisfactoryGoodPoorSD100
February 200083.0FairGoodGoodFairFO100
January 199863.9PoorFairPoorFairSD100
September 199594.0FairSatisfactorySatisfactorySatisfactory-100
October 199394.0FairSatisfactorySatisfactorySatisfactory-100
August 199192.0FairSatisfactoryGoodGoodFO100