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US 20 WB over YELLOW CREEK

Map 

Coordinates:
+41.65667, -85.93167
41°39'24" N, 85°55'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 20 WB over YELLOW CREEK
Structure number:075255
Location:00.59 E US 33
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:56.8 ft. [17.3 m]
Total length:172.9 ft. [52.7 m]
Roadway width between curbs:46.3 ft. [14.1 m]
Deck width edge-to-edge:49.2 ft. [15.0 m]
Owner:State Highway Agency [01]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
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: March 2016 

Status:Open, no restriction [A]
Average daily traffic:21,447 [as of 2011]
Truck traffic:16% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:85.8 tons [78.0 metric tons]
Inventory rating:50.9 tons [46.3 metric tons]
Sufficiency rating:86.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201686.7Not deficientSatisfactoryFairVery Good21447
March 201486.7Not deficientSatisfactoryFairVery Good21447
March 2012100.0Not deficientGoodGoodVery Good102
March 2010100.0Not deficientGoodGoodVery Good102
March 2008100.0Not deficientGoodGoodVery Good102
March 2006100.0Not deficientGoodGoodVery Good102
April 2004100.0Not deficientGoodGoodVery Good102
April 2002100.0Not deficientGoodGoodVery Good100
April 2000100.0Not deficientGoodGoodVery Good1
April 199898.0Not deficientGoodGoodVery Good1
April 199698.0Not deficientVery GoodVery GoodVery Good1
July 199498.0Not deficientVery GoodVery GoodVery Good1
October 1992100.0Not deficientVery GoodVery GoodVery Good1