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N AGNES ST over SHOAL CR

Map

Coordinates:
+39.23608, -94.54311
39°14'10" N, 94°32'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N AGNES ST over SHOAL CR
Structure number:31513
Location:S 18 T 51 N R 32 W
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:47.9 ft. [14.6 m]
Total length:147.0 ft. [44.8 m]
Roadway width between curbs:35.1 ft. [10.7 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:2004
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
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:2,591 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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 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 determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:98.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016GoodVery GoodVery GoodExcellent259198.8
April 2014GoodVery GoodExcellentExcellent259198.8
April 2012GoodVery GoodExcellentExcellent259198.8
April 2010GoodVery GoodExcellentExcellent270098.7
April 2008GoodVery GoodExcellentExcellent270098.7
March 2006GoodExcellentExcellentExcellent270098.7