SNI A BAR RD E over IS 435


+39.03614, -94.50029
39°02'10" N, 94°30'01" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SNI A BAR RD E over IS 435
Structure number:29151
Location:S 25 T 49 N R 32 W
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:101.7 ft. [31.0 m]
Total length:305.8 ft. [93.2 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:50.2 ft. [15.3 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:12°
Owner:State Highway Agency [01]
Year built:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:4
Main spans material:Steel continuous [4]
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: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,045 [as of 2017]
Truck traffic:2% of total traffic
Deck condition:Good [7 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]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:94.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017GoodGoodExcellentExcellent204594.8
September 2015GoodGoodExcellentExcellent165695.8
September 2013GoodGoodExcellentExcellent165695.8
September 2011GoodGoodExcellentExcellent160695.8
December 2009GoodGoodExcellentExcellent170895.8
December 2007GoodVery GoodExcellentExcellent237094.8
November 2005GoodVery GoodExcellentExcellent268594.7
March 2004GoodExcellentExcellentExcellent274894.7
May 2001GoodExcellentExcellentExcellent789093.2