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E-63 over DRAINAGE DITCH 11

Map

Coordinates:
+41.91662, -90.81628
41°54'60" N, 90°48'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E-63 over DRAINAGE DITCH 11
Structure number:000000000122921
Location:082E11401
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:46.9 ft. [14.3 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:County Highway Agency [02]
Year built:2007
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:340 [as of 2014]
Truck traffic:13% 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 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:99.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018GoodVery GoodVery GoodVery Good34099.8
January 2016GoodVery GoodVery GoodVery Good34099.8
March 2014GoodVery GoodVery GoodVery Good29099.9
February 2012GoodExcellentExcellentExcellent29099.9
February 2010GoodExcellentExcellentExcellent35090.9
March 2009GoodExcellentExcellentExcellent35091.8
March 2008GoodExcellentExcellentExcellent35099.8