SNI A BAR RD E over IS 435


+39.03500, -94.49167
39°02'06" N, 94°29'30" 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:16.7 ft. [5.1 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 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,656 [as of 2014]
Truck traffic:10% 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:Equal to present minimum criteria [6]
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]
Operating rating:75.2 tons [68.4 metric tons]
Inventory rating:45.5 tons [41.4 metric tons]
Sufficiency rating:95.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201595.8GoodGoodExcellentExcellentFO1656
September 201395.8GoodGoodExcellentExcellentFO1656
September 201195.8GoodGoodExcellentExcellentFO1606
December 200995.8GoodGoodExcellentExcellent-1708
December 200794.8GoodVery GoodExcellentExcellent-2370
November 200594.7GoodVery GoodExcellentExcellent-2685
March 200494.7GoodExcellentExcellentExcellent-2748
May 200193.2GoodExcellentExcellentExcellent-7890