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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 

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. ratingEvaluationDeckSuper.Sub.ADT
February 201682.0Not deficientSatisfactorySatisfactoryFair100
February 201482.0Not deficientSatisfactorySatisfactoryFair100
February 201282.0Not deficientSatisfactorySatisfactoryFair100
March 201070.0Structurally deficientSatisfactorySatisfactoryPoor100
April 200894.0Not deficientSatisfactoryGoodSatisfactory100
April 200694.0Not deficientSatisfactoryGoodSatisfactory100
February 200493.0Not deficientSatisfactoryGoodSatisfactory100
February 200266.0Structurally deficientSatisfactoryGoodPoor100
February 200083.0Functionally obsoleteGoodGoodFair100
January 199863.9Structurally deficientFairPoorFair100
September 199594.0Not deficientSatisfactorySatisfactorySatisfactory100
October 199394.0Not deficientSatisfactorySatisfactorySatisfactory100
August 199192.0Functionally obsoleteSatisfactoryGoodGood100