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NE SANTA ROSA RD over TRIB OF GRINDSTONE

Map

Coordinates:
+39.93660, -94.20481
39°56'12" N, 94°12'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NE SANTA ROSA RD over TRIB OF GRINDSTONE
Structure number:18219
Old structure number:17700141 032 (from 1992 edition)
Location:S 12 T 59 N R 30 W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:35.1 ft. [10.7 m]
Total length:36.1 ft. [11.0 m]
Roadway width between curbs:17.7 ft. [5.4 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span 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: December 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2018]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:89.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018GoodVery GoodGoodGood10089.7
January 2017GoodVery GoodGoodGood10089.7
January 2015GoodVery GoodGoodGood10089.7
January 2013GoodVery GoodGoodGood10089.7
January 2011GoodVery GoodVery GoodGood10089.7
December 2008GoodVery GoodVery GoodGood10089.7
January 2007GoodExcellentVery GoodGood10089.7
February 2005GoodVery GoodVery GoodVery Good10089.7
March 2003GoodVery GoodVery GoodVery Good10089.7
February 2001GoodVery GoodVery GoodVery Good10089.7
January 1999GoodVery GoodVery GoodVery Good10089.7
November 1997GoodExcellentVery GoodGood10090.7