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MINOR COL 20-E.8 over WEST BRANCH FALL RIVER

Map

Coordinates:
+37.89825, -96.43939
37°53'54" N, 96°26'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MINOR COL 20-E.8 over WEST BRANCH FALL RIVER
Structure number:000370915805900
Location:5.0N 8.2W OF EUREKA
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:39.0 ft. [11.9 m]
Total length:107.9 ft. [32.9 m]
Roadway width between curbs:14.8 ft. [4.5 m]
Deck width edge-to-edge:17.7 ft. [5.4 m]
Owner:County Highway Agency [02]
Year built:1909
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:2
Main spans material:Masonry [8]
Main spans design:Culvert [19]
Deck type:Other [9]
Wearing surface:Other [9]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:21 [as of 2006]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3]
Culvert condition:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:28.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$158,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
June 2018Poor4 out of 102128.4
September 2017Poor4 out of 102128.4
October 2015Fair5 out of 102152.2
September 2013Fair5 out of 102152.2
September 2011FairN out of 102152.2
November 2009FairN out of 102152.2
December 2007FairN out of 102159.8
February 2006FairN out of 102159.8
January 2004FairN out of 102159.8
October 2001FairN out of 102159.8
August 1999FairN out of 102159.9
September 1997FairN out of 102159.9
October 1995FairN out of 102159.8
November 1993GoodN out of 102154.4
November 1991GoodN out of 102154.4