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FAS 580 over INDIAN CR

Map

Coordinates:
+39.87749, -90.37801
39°52'39" N, 90°22'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 580 over INDIAN CR
Structure number:009303300000000
Old structure number:000009303344396 (from 1992 edition)
Location:SWCL ARENZVILLE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:78.1 ft. [23.8 m]
Total length:195.9 ft. [59.7 m]
Roadway width between curbs:33.5 ft. [10.2 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:2009
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
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]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:600 [as of 2006]
Truck traffic:25% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:99.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016GoodVery GoodVery GoodVery Good60099.6
December 2012GoodVery GoodVery GoodVery Good165098.0
January 2011GoodVery GoodVery GoodVery Good165098.0
September 2009GoodExcellentExcellentExcellent165098.0