Share:

US 20 EB over CR 26

Map 

Coordinates:
+41.62333, -86.03167
41°37'24" N, 86°01'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 20 EB over CR 26
Structure number:075100
Location:01.55 W SR 19
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:95.1 ft. [29.0 m]
Total length:242.1 ft. [73.8 m]
Roadway width between curbs:46.3 ft. [14.1 m]
Deck width edge-to-edge:49.2 ft. [15.0 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:60°
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: July 2015 

Status:Open, no restriction [A]
Average daily traffic:16,813 [as of 2004]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 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:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:98.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201598.4Not deficientSatisfactoryVery GoodGood16813
July 201398.4Not deficientSatisfactoryVery GoodVery Good16813
July 201198.4Not deficientSatisfactoryVery GoodVery Good16813
July 200998.4Not deficientGoodVery GoodVery Good16813
July 200798.4Not deficientGoodVery GoodVery Good16813
July 200599.2Not deficientGoodVery GoodVery Good16813
July 200399.2Not deficientGoodVery GoodVery Good16483
August 200199.2Not deficientGoodVery GoodVery Good16483
August 199996.7Not deficientGoodVery GoodVery Good13736
August 199785.0Not deficientVery GoodExcellentExcellent27473
August 199585.0Not deficientVery GoodExcellentExcellent27473
September 199385.0Not deficientVery GoodExcellentExcellent27473
February 199285.0Not deficientVery GoodVery GoodVery Good27473