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US183 over CALAMUS RIVER

Loup County, Nebraska

Map

Coordinates:
+41.94697, -99.38600
41°56'49" N, 99°23'10" W

Facts

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

Name:	US183 over CALAMUS RIVER
Structure number:	S183 13617
Location:	12N TAYLOR
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	24.0 ft. `[7.3 m]`
Total length:	62.0 ft. `[18.9 m]`
Roadway width between curbs:	35.4 ft. `[10.8 m]`
Deck width edge-to-edge:	37.7 ft. `[11.5 m]`
Owner:	State Highway Agency `[01]`
Year built:	1966
Year reconstructed:	1998
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	3
Main spans material:	Concrete continuous `[2]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Epoxy Overlay `[5]`

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	500 `[as of 2016]`
Truck traffic:	17% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
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:	79.5

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2017	Good	Good	Good	Good	500	79.5
March 2015	Good	Good	Good	Good	435	81.2
March 2013	Good	Good	Good	Good	435	96.7
March 2011	Good	Very Good	Very Good	Good	405	96.6
April 2009	Good	Very Good	Excellent	Good	405	96.6
March 2007	Good	Very Good	Excellent	Good	475	98.7
March 2005	Good	Very Good	Excellent	Good	460	98.7
July 2003	Good	Excellent	Excellent	Good	470	98.7
March 2001	Good	Excellent	Excellent	Good	455	98.7
July 1999	Good	Excellent	Excellent	Good	480	98.7
September 1998	Good	Excellent	Excellent	Good	350	99.0
July 1997	Fair	Satisfactory	Satisfactory	Fair	350	77.2
July 1995	Fair	Satisfactory	Satisfactory	Fair	380	75.1
July 1993	Fair	Good	Good	Fair	300	75.4
July 1991	Fair	Good	Good	Fair	325	75.3

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Reinforced Concrete Abutment	linear ft.	70	70	0	0	0
Prestressed Concrete Pile	each	20	20	0	0	0
Reinforced Concrete Pier Cap	linear ft.	221	215	6	0	0
Joints
Compression Joint	linear ft.	77	77	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	126	126	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	2,413	2,373	40	0	0
Wearing Surfaces	sq. ft.	2,268	2,148	120	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/1358996