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CR 59 over REDWOOD RIVER

Map

Coordinates:
+44.33959, -95.92388
44°20'23" N, 95°55'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 59 over REDWOOD RIVER
Structure number:42533
Location:0.5 MI W OF JCT TH 23
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:80.1 ft. [24.4 m]
Total length:246.1 ft. [75.0 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1982
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:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:235 [as of 2005]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
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:95.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodVery GoodVery GoodGood23595.9
November 2015GoodVery GoodVery GoodGood23595.9
October 2013GoodVery GoodVery GoodGood23599.9
October 2011GoodVery GoodVery GoodVery Good23597.9
November 2009GoodVery GoodVery GoodVery Good23597.9
October 2007GoodVery GoodVery GoodVery Good23599.9
November 2005GoodVery GoodVery GoodVery Good21099.9
December 2003GoodVery GoodVery GoodVery Good60100.0
December 2001GoodVery GoodVery GoodVery Good60100.0
December 1999GoodVery GoodVery GoodVery Good6099.0
November 1997GoodVery GoodVery GoodVery Good8098.0
January 1996GoodVery GoodVery GoodVery Good8098.0
November 1994GoodVery GoodVery GoodVery Good8098.0
December 1993GoodVery GoodVery GoodVery Good13597.9
November 1992GoodVery GoodVery GoodVery Good13597.9
October 1991GoodVery GoodVery GoodVery Good13597.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Deck
Reinforced Concrete Decksq. ft.8,6848,684000
Wearing Surfacessq. ft.7,8687,868000
Superstructure
Prestressed Concrete Floor Beamlinear ft.738738000
Substructure
Reinforced Concrete Columneach22000
Reinforced Concrete Abutmentlinear ft.119119000
Reinforced Concrete Pier Caplinear ft.7979000
Joints
Strip Seal Jointlinear ft.3603600
Bearings
Elastomeric Bearingeach99000
Fixed Bearingeach33000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.492492000