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N96 over NORTH LOUP RIVER

Garfield County, Nebraska

Map

Coordinates:
+41.78498, -99.15724
41°47'06" N, 99°09'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	N96 over NORTH LOUP RIVER
Structure number:	S096 01843
Location:	JCT N11/N91 .6W 1N
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	60.0 ft. `[18.3 m]`
Total length:	141.1 ft. `[43.0 m]`
Roadway width between curbs:	23.6 ft. `[7.2 m]`
Deck width edge-to-edge:	24.0 ft. `[7.3 m]`
Owner:	State Highway Agency `[01]`
Year built:	1970
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	3
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	800 `[as of 2012]`
Truck traffic:	9% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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:	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:	22.1
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2017	Fair	Fair	Good	Good	800	22.1
March 2015	Fair	Fair	Good	Good	800	22.1
March 2013	Fair	Fair	Good	Good	800	35.2
March 2011	Fair	Satisfactory	Good	Good	790	36.1
March 2009	Fair	Satisfactory	Good	Good	895	35.8
March 2007	Fair	Satisfactory	Good	Good	915	38.1
March 2005	Fair	Satisfactory	Good	Good	1155	35.4
July 2003	Fair	Satisfactory	Good	Good	940	38.1
March 2001	Fair	Satisfactory	Good	Good	1050	35.7
July 1999	Fair	Satisfactory	Good	Good	1090	35.6
July 1997	Fair	Satisfactory	Good	Good	1125	35.5
October 1996	Fair	Satisfactory	Good	Good	735	33.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	700	408	0	292	0
Steel Protective Coating	sq. ft.	3,990	2,890	0	0	1,100
Deck
Reinforced Concrete Deck	sq. ft.	3,384	0	3,384	0	0
Substructure
Steel Abutment	linear ft.	68	0	20	48	0
Steel Protective Coating	sq. ft.	192	42	0	0	150
Steel Pile	each	42	0	42	0	0
Steel Pier Cap	linear ft.	96	76	5	15	0
Steel Protective Coating	sq. ft.	182	132	0	0	50
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	282	236	0	46	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1358730