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162ND AVE over BR. CASE CREEK

Map

Coordinates:
+41.35498, -90.47032
41°21'18" N, 90°28'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:162ND AVE over BR. CASE CREEK
Structure number:081311700000000
Old structure number:000081311730257 (from 1992 edition)
Location:0.2 MI W 104TH ST
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:44.0 ft. [13.4 m]
Total length:46.3 ft. [14.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:27.9 ft. [8.5 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]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:25 [as of 2010]
Truck traffic:40% 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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:100.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017GoodVery GoodVery GoodVery Good25100.0
December 2013GoodVery GoodVery GoodVery Good25100.0
February 2010GoodVery GoodVery GoodVery Good100100.0
January 2006GoodVery GoodVery GoodVery Good175100.0
July 2002GoodVery GoodVery GoodVery Good175100.0
May 1998GoodVery GoodVery GoodVery Good200100.0
July 1995GoodExcellentExcellentExcellent75100.0