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ANTIOCH RD over ROCK CR

Map 

Coordinates:
+39.15614, -94.54734
39°09'22" N, 94°32'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ANTIOCH RD over ROCK CR
Structure number:25315
Old structure number:N024B22 024 (from 1992 edition)
Location:S 7 T 50 N R 32 W
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:27.9 ft. [8.5 m]
Total length:28.9 ft. [8.8 m]
Roadway width between curbs:19.0 ft. [5.8 m]
Deck width edge-to-edge:21.7 ft. [6.6 m]
Owner:City or Municipal Highway Agency [04]
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:Bituminous [6]

Latest Available Inspection: March 2014 

Status:Posted for load [P]
Average daily traffic:1,908 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 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: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 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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:19.8 tons [18.0 metric tons]
Inventory rating:15.8 tons [14.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:26.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$242,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201426.5Structurally deficientFairPoorFair1908
April 201226.5Structurally deficientFairPoorFair1908
March 201041.5Functionally obsoleteFairFairFair4130
March 200841.5Functionally obsoleteFairFairFair4130
January 200641.5Functionally obsoleteFairFairFair4130
March 200439.3Structurally deficientFairFairFair5200
June 200239.3Structurally deficientFairFairFair5200
June 200039.3Structurally deficientFairFairFair5200
May 199842.0Functionally obsoleteFairFairFair500
October 199041.7Structurally deficientSatisfactorySatisfactorySatisfactory22930