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S15A CHAMPION SPUR over FRENCHMAN CREEK

Chase County, Nebraska

Map

Coordinates:
+40.47069, -101.74187
40°28'14" N, 101°44'31" W

Facts

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

Name:	S15A CHAMPION SPUR over FRENCHMAN CREEK
Structure number:	SS15A00663
Location:	1N CHAMPION
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	42.0 ft. `[12.8 m]`
Total length:	86.9 ft. `[26.5 m]`
Roadway width between curbs:	25.9 ft. `[7.9 m]`
Deck width edge-to-edge:	30.8 ft. `[9.4 m]`
Owner:	State Highway Agency `[01]`
Year built:	1956
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
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:	Bituminous `[6]`

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	1,115 `[as of 2016]`
Truck traffic:	10% 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
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 condition. `[5]`
Sufficiency rating:	83.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2018	Good	Good	Good	Good	1115	83.9
April 2016	Fair	Fair	Fair	Good	965	72.7
April 2014	Fair	Fair	Fair	Good	965	72.7
April 2012	Fair	Fair	Fair	Good	1260	73.5
April 2010	Fair	Fair	Fair	Good	1135	73.5
April 2008	Fair	Fair	Fair	Good	1135	73.5
April 2006	Fair	Fair	Fair	Good	1140	58.9
October 2004	Fair	Fair	Good	Good	1250	68.9
April 2002	Fair	Fair	Satisfactory	Good	1110	69.0
October 2000	Fair	Fair	Satisfactory	Good	980	70.0
October 1998	Fair	Fair	Satisfactory	Good	980	70.0
November 1996	Fair	Fair	Fair	Good	875	60.0
November 1994	Fair	Fair	Fair	Good	780	61.0
September 1992	Fair	Fair	Fair	Good	915	60.9
December 1990	Fair	Fair	Fair	Good	915	60.9

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 Pier Wall	linear ft.	58	58	0	0	0
Reinforced Concrete Abutment	linear ft.	104	100	4	0	0
Reinforced Concrete Pier Cap	linear ft.	58	58	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	176	0	156	20	0
Deck
Reinforced Concrete Slab	sq. ft.	2,695	2,655	40	0	0
Wearing Surfaces	sq. ft.	2,283	2,283	0	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/1359386