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US183 over NORTH LOUP RIVER

Loup County, Nebraska

Map

Coordinates:
+41.77682, -99.37990
41°46'37" N, 99°22'48" W

Facts

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

Name:	US183 over NORTH LOUP RIVER
Structure number:	S183 12438
Location:	0N TAYLOR
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	89.9 ft. `[27.4 m]`
Total length:	91.9 ft. `[28.0 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	33.1 ft. `[10.1 m]`
Skew angle:	38°
Owner:	State Highway Agency `[01]`
Year built:	1963
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Main span material:	Steel `[3]`
Main span 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:	Open, no restriction `[A]`
Average daily traffic:	630 `[as of 2016]`
Truck traffic:	17% 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:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
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:	81.1

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2017	Fair	Fair	Good	Good	630	81.1
March 2015	Fair	Fair	Good	Good	485	82.5
March 2013	Fair	Fair	Good	Good	485	91.5
March 2011	Fair	Fair	Good	Good	470	91.3
March 2009	Fair	Satisfactory	Good	Good	470	92.3
March 2007	Fair	Satisfactory	Good	Good	585	93.3
March 2005	Fair	Satisfactory	Good	Good	540	93.4
July 2003	Fair	Satisfactory	Good	Good	485	93.4
March 2001	Fair	Satisfactory	Good	Good	485	93.4
July 1999	Fair	Satisfactory	Good	Good	540	93.4
July 1997	Fair	Satisfactory	Good	Good	455	93.4
July 1995	Good	Good	Good	Good	400	92.5
July 1993	Good	Good	Good	Good	330	91.6
July 1991	Good	Good	Good	Good	330	91.6

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.	363	355	0	8	0
Steel Protective Coating	sq. ft.	4,465	4,440	0	0	25
Deck
Reinforced Concrete Deck	sq. ft.	3,558	3,158	177	223	0
Substructure
Reinforced Concrete Abutment	linear ft.	79	79	0	0	0
Prestressed Concrete Pile	each	18	9	9	0	0
Reinforced Concrete Pier Cap	linear ft.	167	166	0	1	0
Joints
Compression Joint	linear ft.	36	36	0	0	0
Bearings
Movable Bearing	each	4	0	0	4	0
Fixed Bearing	each	4	0	0	4	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	183	152	0	31	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/1358995