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I435 HWY, SB over CONNOR CREEK

Map 

Coordinates:
+39.17543, -94.80541
39°10'32" N, 94°48'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I435 HWY, SB over CONNOR CREEK
Structure number:999943501052281
Location:4.44 MI N STATE AVE, SB
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:62.7 ft. [19.1 m]
Total length:190.3 ft. [58.0 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:58.4 ft. [17.8 m]
Skew angle:40°
Owner:State Highway Agency [01]
Year built:1985
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:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Not applicable [N]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:15,800 [as of 2014]
Truck traffic:9% 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:63.3 tons [57.5 metric tons]
Inventory rating:37.8 tons [34.4 metric tons]
Sufficiency rating:95.5
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$368,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201595.5Not deficientGoodVery GoodGood15800
June 201395.5Not deficientGoodVery GoodGood15800
May 201195.8Not deficientGoodVery GoodGood12400
May 200995.9Not deficientGoodVery GoodGood12300
June 200795.7Not deficientGoodVery GoodGood13550
June 200595.7Not deficientGoodVery GoodGood13450
June 200395.8Not deficientGoodVery GoodGood12450
August 200196.0Not deficientGoodVery GoodGood10150
November 199996.0Not deficientGoodVery GoodGood10695
August 199796.2Not deficientGoodVery GoodVery Good8490
February 199596.4Not deficientGoodVery GoodVery Good7735
June 199397.5Not deficientGoodVery GoodVery Good6140
June 199196.5Not deficientGoodVery GoodVery Good5490