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N OAK TFWY over BIG SHOAL CR

Map 

Coordinates:
+39.25790, -94.57569
39°15'28" N, 94°34'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N OAK TFWY over BIG SHOAL CR
Structure number:25350
Location:S 2 T 51 N R 33 W
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:85.0 ft. [25.9 m]
Total length:87.9 ft. [26.8 m]
Roadway width between curbs:62.7 ft. [19.1 m]
Deck width edge-to-edge:74.8 ft. [22.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
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 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:21,306 [as of 2016]
Truck traffic:20% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations (including piles) on dry land well above flood water elevations. [9]
Operating rating:70.3 tons [63.9 metric tons]
Inventory rating:41.6 tons [37.8 metric tons]
Sufficiency rating:97.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201697.0GoodGoodVery GoodGood-21306
April 201497.1GoodGoodVery GoodGood-20724
April 201297.1GoodGoodVery GoodGood-20724
April 201096.1GoodGoodVery GoodGood-27520
April 200896.1GoodGoodVery GoodGood-27520
January 200696.1GoodGoodVery GoodGood-27520
March 200496.3GoodGoodVery GoodGood-26000
June 200296.3GoodGoodVery GoodGood-26000
July 200096.3GoodGoodVery GoodGood-26000