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FAS 746 over PHILS CREEK

Map

Coordinates:
+39.19040, -90.28904
39°11'25" N, 90°17'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 746 over PHILS CREEK
Structure number:042400500000000
Old structure number:000042400503527 (from 1992 edition)
Location:4M NE JERSEYVILLE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:51.8 ft. [15.8 m]
Total length:157.2 ft. [47.9 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Owner:Town or Township Highway Agency [03]
Year built:1983
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]
Wearing surface:Gravel [8]

Latest Available Inspection: January 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2012]
Truck traffic:20% of total traffic
Deck condition:Good [7 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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:98.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201598.0GoodGoodVery GoodVery Good-100
January 2011100.0GoodGoodVery GoodVery Good-100
March 2006100.0GoodGoodVery GoodVery Good-100
February 200194.5GoodGoodVery GoodVery Good-125
March 199794.5GoodGoodVery GoodVery Good-125
February 1995100.0GoodGoodVery GoodVery Good-100
January 1993100.0GoodGoodVery GoodVery Good-100
February 1991100.0GoodGoodVery GoodVery Good-100