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N BRIGHTON ST over E FK OF SHOAL CR

Map 

Coordinates:
+39.26692, -94.51861
39°16'01" N, 94°31'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N BRIGHTON ST over E FK OF SHOAL CR
Structure number:25349
Old structure number:N146B11 024 (from 1992 edition)
Location:S 5 T 51 N R 32 W
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:14.1 ft. [4.3 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016 

Good/Fair/Poor Condition:Good
Status:Posted for load [P]
Average daily traffic:928 [as of 2016]
Truck traffic:27% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 condition. [5]
Operating rating:26.7 tons [24.3 metric tons]
Inventory rating:12.9 tons [11.7 metric tons]
Sufficiency rating:49.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$257,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201649.5GoodGoodGoodGoodSD928
April 201458.6GoodGoodGoodGood-475
April 201258.6GoodGoodGoodGood-475
April 201056.5GoodGoodGoodGoodFO700
April 200856.5GoodGoodGoodGoodFO700
January 200656.5GoodGoodGoodGoodFO700
March 200456.5GoodGoodGoodGoodFO700
June 200256.5GoodGoodGoodGoodFO700
July 200056.5GoodGoodGoodGoodFO700
May 199848.5GoodGoodGoodGoodSD2300
October 199075.8GoodGoodGoodVery Good-260