WB-N64 over BIG PAPILLION CREEK
Map
Coordinates:
+41.29144, -96.0972641°17'29" N, 96°05'50" W
Facts
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] |
Latest Available Inspection: March 2018
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] |
Previous Inspections
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 |
Element Data
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 |