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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: March 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:26,683 [as of 2016]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201695.7GoodGoodGoodVery Good-26683
April 201495.7GoodGoodGoodVery Good-26683
April 201296.7GoodVery GoodVery GoodVery Good-26683
April 201096.6GoodVery GoodExcellentVery Good-29342
April 200896.6GoodVery GoodExcellentVery Good-29342
March 200696.6GoodVery GoodExcellentVery Good-29342
April 200496.6GoodVery GoodExcellentExcellent-29342
July 200296.6GoodVery GoodExcellentExcellent-29342
June 200096.6GoodExcellentExcellentExcellent-29342