+38.99764, -94.53869
38°59'52" N, 94°32'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:25479
Old structure number:S121B31 048 (from 1992 edition)
Location:S 11 T 48 N R 33 W
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:75.1 ft. [22.9 m]
Total length:350.1 ft. [106.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1993
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 Precast Panels [2]
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:1,240 [as of 2014]
Truck traffic:5% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:65.3 tons [59.4 metric tons]
Inventory rating:48.5 tons [44.1 metric tons]
Sufficiency rating:91.4

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201691.4GoodGoodVery GoodGood-1240
April 201491.4GoodGoodVery GoodGood-1240
April 201291.4GoodVery GoodVery GoodVery Good-1240
April 201091.4GoodVery GoodVery GoodVery Good-1240
April 200891.4GoodVery GoodVery GoodVery Good-1240
March 200691.4GoodVery GoodVery GoodVery Good-1106
March 200491.4GoodVery GoodVery GoodVery Good-1106
July 200291.4GoodVery GoodVery GoodVery Good-1106
July 200091.4GoodVery GoodVery GoodExcellent-1106
July 199880.8GoodVery GoodExcellentExcellent-10000
June 199680.8GoodGoodExcellentExcellent-10000
September 199482.1GoodGoodExcellentExcellent-10000