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EAST APPLE ROAD over M BR BIG NEMAHA RIVER

Map

Coordinates:
+40.50833, -96.58333
40°30'30" N, 96°34'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EAST APPLE ROAD over M BR BIG NEMAHA RIVER
Structure number:C003400415
Location:3.2N 3.5W OF ADAMS
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:46.9 ft. [14.3 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:17.1 ft. [5.2 m]
Owner:County Highway Agency [02]
Year built:1921
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:80 [as of 2003]
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:30.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017PoorFairFairPoor8030.5
September 2015PoorFairFairPoor8030.6
October 2013PoorFairFairPoor8025.2
February 2012PoorFairFairPoor8026.4
February 2011PoorFairFairPoor8026.4
January 2010PoorPoorFairPoor8024.3
August 2007PoorFairFairPoor8027.6
October 2005FairFairFairFair8042.7
October 2004FairFairFairFair8043.7
November 2003FairFairFairFair8043.7
October 2002FairFairFairFair8042.7
October 2000FairFairFairFair8042.7
October 1999FairFairFairFair8042.7
November 1997FairFairSatisfactoryFair8023.9
October 1995FairSatisfactorySatisfactorySatisfactory8035.0
November 1993FairSatisfactorySatisfactorySatisfactory8035.0
October 1991FairSatisfactorySatisfactorySatisfactory8041.2