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TR 111 over TRIB TO INDIAN CREEK

Map

Coordinates:
+38.90997, -89.47603
38°54'36" N, 89°28'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:TR 111 over TRIB TO INDIAN CREEK
Structure number:003322000000000
Old structure number:000003322031302 (from 1992 edition)
Location:3.25M NW GREENVILLE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:59.1 ft. [18.0 m]
Total length:61.4 ft. [18.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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:50 [as of 2015]
Deck condition:Satisfactory [6 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:98.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201698.0FairSatisfactorySatisfactoryVery Good-50
February 2012100.0GoodVery GoodVery GoodVery Good-50
January 2008100.0GoodVery GoodVery GoodVery Good-75
March 2004100.0GoodVery GoodVery GoodVery Good-50
February 2001100.0GoodVery GoodVery GoodVery Good-50
February 1999100.0GoodVery GoodVery GoodVery Good-50
February 1997100.0GoodVery GoodVery GoodVery Good-50
March 1995100.0GoodExcellentExcellentExcellent-50