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WORNALL RD over INDIAN CR

Map 

Coordinates:
+38.94214, -94.59661
38°56'32" N, 94°35'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WORNALL RD over INDIAN CR
Structure number:25517
Location:S 31 T 48 N R 33 W
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:47.9 ft. [14.6 m]
Total length:240.2 ft. [73.2 m]
Roadway width between curbs:86.9 ft. [26.5 m]
Deck width edge-to-edge:101.1 ft. [30.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Prestressed concrete continuous [6]
Main spans 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 2014 

Status:Open, no restriction [A]
Average daily traffic:26,683 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:77.2 tons [70.2 metric tons]
Inventory rating:46.5 tons [42.3 metric tons]
Sufficiency rating:95.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201495.7Not deficientGoodGoodVery Good26683
April 201296.7Not deficientVery GoodVery GoodVery Good26683
April 201096.6Not deficientVery GoodExcellentVery Good29342
April 200896.6Not deficientVery GoodExcellentVery Good29342
March 200696.6Not deficientVery GoodExcellentVery Good29342
April 200496.6Not deficientVery GoodExcellentExcellent29342
July 200296.6Not deficientVery GoodExcellentExcellent29342
June 200096.6Not deficientExcellentExcellentExcellent29342