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TR 96A over INDIAN CREEK

Map

Coordinates:
+38.90096, -89.48422
38°54'03" N, 89°29'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:TR 96A over INDIAN CREEK
Structure number:003322100000000
Old structure number:000003322130385 (from 1992 edition)
Location:3.5M W GREENVILLE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:48.9 ft. [14.9 m]
Total length:51.5 ft. [15.7 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:Town or Township Highway Agency [03]
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: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:75 [as of 2015]
Truck traffic:13% of total traffic
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
March 201698.0FairSatisfactorySatisfactoryVery Good-75
March 2012100.0GoodVery GoodVery GoodVery Good-50
January 200894.5GoodVery GoodVery GoodVery Good-150
March 200494.5GoodVery GoodVery GoodVery Good-125
February 200194.5GoodVery GoodVery GoodVery Good-125
February 1999100.0GoodVery GoodVery GoodVery Good-75
February 1997100.0GoodVery GoodVery GoodVery Good-75
October 1995100.0GoodExcellentExcellentExcellent-100