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TR 158 over SALT CREEK

Map 

Coordinates:
+40.07242, -89.37187
40°04'21" N, 89°22'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TR 158 over SALT CREEK
Structure number:054431100000000
Old structure number:000054431127018 (from 1992 edition)
Location:5 MI SW LINCOLN
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:78.4 ft. [23.9 m]
Total length:182.1 ft. [55.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:35°
Owner:Town or Township Highway Agency [03]
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 [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]

Latest Available Inspection: January 2016 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:75 [as of 2011]
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:48.8 tons [44.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:68.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201668.0PoorPoorPoorFairSD75
February 201498.0FairSatisfactorySatisfactoryGood-75
February 201094.5GoodVery GoodVery GoodGood-125
January 2006100.0GoodVery GoodVery GoodGood-75
January 2004100.0GoodVery GoodVery GoodGood-75
February 2002100.0GoodVery GoodVery GoodGood-75
February 2000100.0GoodVery GoodVery GoodGood-75
2000100.0GoodVery GoodVery GoodGood-75
February 1998100.0GoodVery GoodVery GoodGood-29
January 1996100.0GoodVery GoodVery GoodGood-29
March 1994100.0GoodVery GoodVery GoodVery Good-29
January 1993100.0GoodExcellentExcellentExcellent-29
July 1991100.0GoodVery GoodVery GoodVery Good-29