US183 over NORTH LOUP RIVER
Map
Coordinates:
+41.77682, -99.3799041°46'37" N, 99°22'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US183 over NORTH LOUP RIVER |
Structure number: | S183 12438 |
Location: | 0N TAYLOR |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 89.9 ft. [27.4 m] |
Total length: | 91.9 ft. [28.0 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Skew angle: | 38° |
Owner: | State Highway Agency [01] |
Year built: | 1963 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 630 [as of 2016] |
Truck traffic: | 17% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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: | 81.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Fair | Good | Good | 630 | 81.1 |
March 2015 | Fair | Fair | Good | Good | 485 | 82.5 |
March 2013 | Fair | Fair | Good | Good | 485 | 91.5 |
March 2011 | Fair | Fair | Good | Good | 470 | 91.3 |
March 2009 | Fair | Satisfactory | Good | Good | 470 | 92.3 |
March 2007 | Fair | Satisfactory | Good | Good | 585 | 93.3 |
March 2005 | Fair | Satisfactory | Good | Good | 540 | 93.4 |
July 2003 | Fair | Satisfactory | Good | Good | 485 | 93.4 |
March 2001 | Fair | Satisfactory | Good | Good | 485 | 93.4 |
July 1999 | Fair | Satisfactory | Good | Good | 540 | 93.4 |
July 1997 | Fair | Satisfactory | Good | Good | 455 | 93.4 |
July 1995 | Good | Good | Good | Good | 400 | 92.5 |
July 1993 | Good | Good | Good | Good | 330 | 91.6 |
July 1991 | Good | Good | Good | Good | 330 | 91.6 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 363 | 355 | 0 | 8 | 0 |
Steel Protective Coating | sq. ft. | 4,465 | 4,440 | 0 | 0 | 25 |
Deck |
Reinforced Concrete Deck | sq. ft. | 3,558 | 3,158 | 177 | 223 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 79 | 79 | 0 | 0 | 0 |
Prestressed Concrete Pile | each | 18 | 9 | 9 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 167 | 166 | 0 | 1 | 0 |
Joints |
Compression Joint | linear ft. | 36 | 36 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 4 | 0 | 0 | 4 | 0 |
Fixed Bearing | each | 4 | 0 | 0 | 4 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 183 | 152 | 0 | 31 | 0 |