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ST ANNES RD over CREEK

Map

Coordinates:
+41.72793, -90.50157
41°43'41" N, 90°30'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ST ANNES RD over CREEK
Structure number:000000000303681
Location:080E42101
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:34.1 ft. [10.4 m]
Total length:87.9 ft. [26.8 m]
Roadway width between curbs:30.5 ft. [9.3 m]
Deck width edge-to-edge:32.5 ft. [9.9 m]
Owner:County Highway Agency [02]
Year built:2003
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: April 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:590 [as of 2014]
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: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]
Sufficiency rating:99.7
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2015GoodVery GoodVery GoodVery Good59099.7
July 2013GoodVery GoodVery GoodVery Good24099.9
May 2011GoodVery GoodVery GoodVery Good24099.9
April 2009GoodVery GoodVery GoodVery Good21097.9
May 2007GoodVery GoodExcellentVery Good21097.9
July 2005GoodExcellentExcellentExcellent210100.0
April 2004GoodExcellentExcellentExcellent210100.0