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RS 1361 BSN 680 over WEST BRANCH FALL RIVER

Map

Coordinates:
+37.87547, -96.39847
37°52'32" N, 96°23'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RS 1361 BSN 680 over WEST BRANCH FALL RIVER
Structure number:000000000370680
Location:7.5S OF LAPLAND
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:89.9 ft. [27.4 m]
Total length:252.0 ft. [76.8 m]
Roadway width between curbs:27.9 ft. [8.5 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:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:95 [as of 2006]
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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:99.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$205,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017GoodVery GoodVery GoodVery Good9599.0
July 2017GoodVery GoodVery GoodVery Good9599.0
October 2015GoodVery GoodVery GoodVery Good9599.0
September 2013GoodVery GoodVery GoodVery Good9599.0
September 2011GoodVery GoodVery GoodVery Good9599.0
November 2009GoodVery GoodVery GoodVery Good95100.0
December 2007GoodExcellentExcellentExcellent95100.0
February 2006PoorFairPoorSatisfactory9525.3
January 2004PoorFairPoorSatisfactory9525.3
October 2001PoorFairPoorSatisfactory9525.3
August 1999PoorFairPoorSatisfactory9523.2
September 1997PoorFairPoorSatisfactory9523.2
October 1995PoorFairPoorSatisfactory9523.2
November 1993FairFairFairSatisfactory9529.5
November 1991FairFairFairSatisfactory2542.9