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N96 over CALAMUS RIVER

Loup County, Nebraska

Map

Coordinates:
+41.92850, -99.33970
41°55'43" N, 99°20'23" W

Facts

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

Name:	N96 over CALAMUS RIVER
Structure number:	S096 00272
Location:	11N 2.3E TAYLOR
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	84.0 ft. `[25.6 m]`
Total length:	86.0 ft. `[26.2 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	33.1 ft. `[10.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	1985
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Prestressed concrete `[5]`
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:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	205 `[as of 2016]`
Truck traffic:	10% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
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:	99.5

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2017	Good	Good	Very Good	Very Good	205	99.5
March 2015	Good	Good	Very Good	Very Good	210	96.5
March 2013	Good	Good	Very Good	Very Good	210	97.0
March 2011	Good	Very Good	Very Good	Very Good	175	97.0
April 2009	Good	Very Good	Very Good	Very Good	175	97.0
March 2007	Good	Very Good	Very Good	Very Good	185	97.0
March 2005	Good	Very Good	Very Good	Very Good	205	97.0
July 2003	Good	Excellent	Excellent	Excellent	260	96.9
March 2001	Good	Excellent	Excellent	Excellent	240	98.9
July 1999	Good	Excellent	Excellent	Excellent	260	97.9
July 1997	Good	Excellent	Excellent	Excellent	270	92.9
October 1996	Good	Excellent	Excellent	Excellent	190	93.0

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
Prestressed Concrete Girder/Beam	linear ft.	342	342	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	2,795	2,773	21	1	0
Substructure
Reinforced Concrete Abutment	linear ft.	68	68	0	0	0
Steel Abutment	linear ft.	75	75	0	0	0
Reinforced Concrete Pier Cap	linear ft.	127	124	3	0	0
Joints
Compression Joint	linear ft.	65	65	0	0	0
Bearings
Elastomeric Bearing	each	8	8	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	172	160	12	0	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/1358728