43RD ST E over US 71


+39.04296, -94.55993
39°02'35" N, 94°33'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:43RD ST E over US 71
Structure number:4141
Location:S 3 T 48 N R 33 W
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:135.8 ft. [41.4 m]
Total length:242.1 ft. [73.8 m]
Roadway width between curbs:41.0 ft. [12.5 m]
Deck width edge-to-edge:55.4 ft. [16.9 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
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: October 2015 

Status:Open, no restriction [A]
Average daily traffic:847 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Inventory rating:67.3 tons [61.2 metric tons]
Sufficiency rating:97.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201597.7Not deficientGoodVery GoodExcellent847
October 201396.7Not deficientGoodVery GoodExcellent847
October 201196.5Not deficientGoodVery GoodExcellent1268
January 201096.4Not deficientVery GoodVery GoodExcellent1584
January 200896.3Not deficientVery GoodVery GoodExcellent1819
November 200596.3Not deficientVery GoodVery GoodExcellent1911
November 200393.2Not deficientVery GoodVery GoodExcellent7305
September 200196.7Not deficientVery GoodVery GoodExcellent3542