Share:

39TH ST E over US 71

Map 

Coordinates:
+39.05570, -94.56117
39°03'21" N, 94°33'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:39TH ST E over US 71
Structure number:4140
Location:S 21 T 48 N R 33 W
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:116.1 ft. [35.4 m]
Total length:247.1 ft. [75.3 m]
Roadway width between curbs:70.5 ft. [21.5 m]
Deck width edge-to-edge:86.6 ft. [26.4 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:10,474 [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:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:90.1 tons [81.9 metric tons]
Inventory rating:53.5 tons [48.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:80.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201580.4Functionally obsoleteGoodVery GoodVery Good10474
October 201393.5Not deficientGoodVery GoodExcellent10474
October 201193.5Not deficientGoodVery GoodExcellent10622
January 201093.6Not deficientVery GoodVery GoodExcellent8962
January 200893.5Not deficientVery GoodVery GoodExcellent11055
November 200593.5Not deficientVery GoodVery GoodExcellent10799
November 200393.7Not deficientVery GoodVery GoodExcellent5570
September 200179.0Not deficientVery GoodVery GoodExcellent140