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EAST APPLE ROAD over M BR BIG NEMAHA RIVER

Gage County, Nebraska

Map

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

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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

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Poor	Fair	Fair	Poor	80	30.5
September 2015	Poor	Fair	Fair	Poor	80	30.6
October 2013	Poor	Fair	Fair	Poor	80	25.2
February 2012	Poor	Fair	Fair	Poor	80	26.4
February 2011	Poor	Fair	Fair	Poor	80	26.4
January 2010	Poor	Poor	Fair	Poor	80	24.3
August 2007	Poor	Fair	Fair	Poor	80	27.6
October 2005	Fair	Fair	Fair	Fair	80	42.7
October 2004	Fair	Fair	Fair	Fair	80	43.7
November 2003	Fair	Fair	Fair	Fair	80	43.7
October 2002	Fair	Fair	Fair	Fair	80	42.7
October 2000	Fair	Fair	Fair	Fair	80	42.7
October 1999	Fair	Fair	Fair	Fair	80	42.7
November 1997	Fair	Fair	Satisfactory	Fair	80	23.9
October 1995	Fair	Satisfactory	Satisfactory	Satisfactory	80	35.0
November 1993	Fair	Satisfactory	Satisfactory	Satisfactory	80	35.0
October 1991	Fair	Satisfactory	Satisfactory	Satisfactory	80	41.2

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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