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IL 154 over MAXWELL CREEK

Map

Coordinates:
+38.12435, -89.68729
38°07'28" N, 89°41'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IL 154 over MAXWELL CREEK
Structure number:079004700000000
Old structure number:000079004732733 (from 1992 edition)
Location:EAST OF SPARTA
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:52.8 ft. [16.1 m]
Total length:59.1 ft. [18.0 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Owner:State Highway Agency [01]
Year built:2002
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:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2014

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,050 [as of 2013]
Truck traffic:9% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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:71.6 tons [65.1 metric tons]
Inventory rating:44.6 tons [40.5 metric tons]
Sufficiency rating:96.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201496.4GoodVery GoodVery GoodVery Good-5050
February 201296.4GoodVery GoodVery GoodVery Good-5050
February 201097.6GoodVery GoodVery GoodVery Good-5100
February 200897.3GoodVery GoodVery GoodVery Good-6000
February 200697.4GoodVery GoodVery GoodVery Good-5800
February 200497.4GoodVery GoodVery GoodVery Good-5600
August 200297.5GoodVery GoodVery GoodVery Good-5400
November 200197.5GoodExcellentExcellentExcellent-5400

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.326326000
Deck
Reinforced Concrete Decksq. ft.2,3242,324000
Substructure
Reinforced Concrete Abutmentlinear ft.8585000
Reinforced Concrete Pier Caplinear ft.8580500
Joints
Compression Jointlinear ft.86642200
Bearings
Elastomeric Bearingeach64020
Fixed Bearingeach63120
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.110852500