WB-N64 over BIG PAPILLION CREEK

Map

Coordinates:
+41.29144, -96.09725
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:	18,090 `[as of 2012]`
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 condition. `[5]`
Operating rating:	52.9 tons `[48.1 metric tons]`
Inventory rating:	31.9 tons `[29.0 metric tons]`
Sufficiency rating:	64.0
Recommended work:	Other structural work, including hydraulic replacements. `[38]`

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