CLINE DRIVE over N FK SOUTH PLATTE RIVER
Map
Coordinates:
+39.44203, -105.6036939°26'31" N, 105°36'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CLINE DRIVE over N FK SOUTH PLATTE RIVER |
Structure number: | PASE1-0.1-S285 |
Location: | IN SINGLETON N OF HWY 285 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 50.5 ft. [15.4 m] |
Total length: | 52.8 ft. [16.1 m] |
Roadway width between curbs: | 23.6 ft. [7.2 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1960 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 93 [as of 2017] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 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 desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 90.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Satisfactory | Satisfactory | Good | 93 | 90.3 |
April 2015 | Fair | Satisfactory | Satisfactory | Good | 114 | 83.1 |
April 2013 | Fair | Satisfactory | Satisfactory | Good | 114 | 83.1 |
April 2011 | Fair | Satisfactory | Satisfactory | Good | 60 | 90.6 |
May 2009 | Fair | Satisfactory | Satisfactory | Good | 60 | 90.6 |
May 2007 | Fair | Satisfactory | Satisfactory | Good | 183 | 82.5 |
May 2005 | Fair | Satisfactory | Good | Good | 183 | 82.5 |
April 2003 | Fair | Satisfactory | Good | Good | 183 | 82.5 |
June 2001 | Good | Good | Good | Good | 120 | 82.8 |
September 1999 | Good | Good | Good | Very Good | 120 | 82.8 |
September 1997 | Good | Good | Good | Very Good | 120 | 82.8 |
August 1995 | Good | Good | Good | Very Good | 55 | 90.6 |
July 1993 | Good | Good | Good | Very Good | 55 | 89.6 |
August 1991 | Good | Good | Good | Very Good | 55 | 89.6 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 317 | 310 | 7 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 1,270 | 0 | 1,270 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 48 | 48 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 12 | 0 | 12 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 106 | 90 | 0 | 16 | 0 |
Steel Protective Coating | sq. ft. | 106 | 90 | 0 | 0 | 16 |