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TR 170 over BEAVER CREEK

Map

Coordinates:
+38.85755, -89.39036
38°51'27" N, 89°23'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:TR 170 over BEAVER CREEK
Structure number:003322200000000
Old structure number:000003322232799 (from 1992 edition)
Location:1MI. S. GREENVILLE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:40.0 ft. [12.2 m]
Total length:91.5 ft. [27.9 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Skew angle:20°
Owner:Town or Township Highway Agency [03]
Year built:1998
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: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10 [as of 2015]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:99.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201699.0FairVery GoodSatisfactoryVery Good-10
February 2012100.0GoodVery GoodVery GoodVery Good-10
January 2008100.0GoodVery GoodVery GoodVery Good-25
April 200495.0GoodExcellentExcellentExcellent-25
February 200195.0GoodExcellentExcellentExcellent-25
May 199895.0GoodExcellentExcellentExcellent-25