WB-N64 over BIG PAPILLION CREEK

Map

Coordinates:
+41.29144, -96.09726
41°17'29" N, 96°05'50" W

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

Name:	WB-N64 over BIG PAPILLION CREEK
Structure number:	S064 07011L
Location:	7E ELKHORN
Purpose:	Carries highway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	145.0 ft. `[44.2 m]`
Total length:	379.9 ft. `[115.8 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	33.1 ft. `[10.1 m]`
Skew angle:	50°
Owner:	State Highway Agency `[01]`
Year built:	1966
Year reconstructed:	1993
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:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Low slump Concrete `[4]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	38,140 `[as of 2016]`
Truck traffic:	3% of total traffic
Deck condition:	Satisfactory `[6 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:	Basically intolerable requiring high priority of corrrective action `[3]`
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 conditions; field review indicates action is required. `[4]`
Sufficiency rating:	64.0
Recommended work:	Other structural work, including hydraulic replacements. `[38]`

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2018	Fair	Satisfactory	Good	Satisfactory	38140	64.0
March 2016	Fair	Satisfactory	Good	Satisfactory	18090	64.0
March 2014	Fair	Satisfactory	Good	Satisfactory	18090	64.0
March 2012	Fair	Satisfactory	Good	Satisfactory	18090	76.5
January 2010	Fair	Satisfactory	Good	Satisfactory	20165	76.3
March 2008	Fair	Satisfactory	Good	Satisfactory	17973	71.1
February 2006	Fair	Satisfactory	Good	Fair	17973	59.5
August 2004	Fair	Satisfactory	Good	Fair	19550	59.2
May 2002	Fair	Satisfactory	Good	Fair	19300	59.3
September 2000	Fair	Satisfactory	Good	Fair	19950	59.2
August 1998	Fair	Satisfactory	Good	Fair	19950	59.2
August 1996	Fair	Satisfactory	Good	Fair	19600	57.2
August 1994	Fair	Satisfactory	Good	Fair	13280	58.7
August 1992	Fair	Good	Good	Fair	8815	58.0
August 1990	Fair	Good	Good	Satisfactory	8815	68.2

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	1,509	563	924	22	0
Steel Protective Coating	sq. ft.	21,364	21,364	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	15,977	9,458	6,220	299	0
Substructure
Reinforced Concrete Column	each	4	4	0	0	0
Reinforced Concrete Abutment	linear ft.	193	146	2	45	0
Reinforced Concrete Pier Cap	linear ft.	96	96	0	0	0
Bearings
Movable Bearing	each	12	2	2	8	0
Fixed Bearing	each	4	2	2	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	761	461	300	0	0