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N AGNES ST over SHOAL CR

Map 

Coordinates:
+39.23167, -94.54167
39°13'54" N, 94°32'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2014 

Status:Open, no restriction [A]
Average daily traffic:2,591 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
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]
Operating rating:101.0 tons [91.8 metric tons]
Inventory rating:60.4 tons [54.9 metric tons]
Sufficiency rating:98.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201498.8Not deficientVery GoodExcellentExcellent2591
April 201298.8Not deficientVery GoodExcellentExcellent2591
April 201098.7Not deficientVery GoodExcellentExcellent2700
April 200898.7Not deficientVery GoodExcellentExcellent2700
March 200698.7Not deficientExcellentExcellentExcellent2700