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190TH STREET over BROWN BRANCH

Map

Coordinates:
+41.02911, -94.65639
41°01'45" N, 94°39'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:190TH STREET over BROWN BRANCH
Structure number:000000000059810
Location:072332101
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:39.0 ft. [11.9 m]
Total length:103.0 ft. [31.4 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
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: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:350 [as of 2016]
Truck traffic:15% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:54.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairFairFairFair35054.4
January 2015FairFairFairFair45054.3
February 2013FairFairFairFair45054.3
February 2011FairFairFairFair46054.1
March 2009FairFairFairFair46054.1
February 2007FairFairFairFair46054.3
January 2005FairFairFairFair46054.3
February 2003FairFairFairFair41054.3
April 2001FairSatisfactoryGoodGood41070.4
May 1999GoodGoodVery GoodVery Good37074.0
October 1996GoodGoodVery GoodVery Good37074.0
October 1994GoodVery GoodVery GoodVery Good35073.2
November 1992GoodVery GoodVery GoodVery Good35073.5
November 1990GoodVery GoodVery GoodVery Good36073.4