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US6 over SAND CREEK

Chase County, Nebraska

Map

Coordinates:
+40.53754, -101.76340
40°32'15" N, 101°45'48" W

Facts

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

Name:	US6 over SAND CREEK
Structure number:	S006 01619
Location:	5.5W IMPERIAL
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	40.0 ft. `[12.2 m]`
Total length:	43.0 ft. `[13.1 m]`
Roadway width between curbs:	36.1 ft. `[11.0 m]`
Deck width edge-to-edge:	38.4 ft. `[11.7 m]`
Skew angle:	20°
Owner:	State Highway Agency `[01]`
Year built:	1998
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Concrete `[1]`
Main span design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	1,310 `[as of 2012]`
Truck traffic:	16% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
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:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
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:	100.0
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2016	Fair	Good	Good	Satisfactory	1310	100.0
June 2014	Fair	Good	Good	Satisfactory	1310	100.0
April 2012	Fair	Good	Good	Satisfactory	1175	100.0
April 2010	Poor	Very Good	Very Good	Poor	1500	73.0
April 2008	Good	Very Good	Very Good	Very Good	1500	100.0
April 2006	Good	Very Good	Very Good	Excellent	1415	100.0
October 2004	Good	Very Good	Excellent	Excellent	1295	100.0
April 2002	Good	Very Good	Excellent	Excellent	1155	100.0
October 2000	Good	Excellent	Excellent	Excellent	1210	100.0
October 1998	Good	Excellent	Excellent	Excellent	1210	100.0

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Steel Abutment	linear ft.	80	70	10	0	0
Steel Protective Coating	sq. ft.	320	320	0	0	0
Steel Pile	each	16	0	16	0	0
Reinforced Concrete Pier Cap	linear ft.	100	96	4	0	0
Joints
Compression Joint	linear ft.	80	80	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	191	191	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	1,610	948	510	152	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/1356048