Sheridan Pkwy NB over Local Drainage
Map
Coordinates:
+39.97056, -105.0419639°58'14" N, 105°02'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Sheridan Pkwy NB over Local Drainage |
Structure number: | BFD-SRDN-FGNBND |
Location: | 0.7 Mi W of Lowell |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 102.4 ft. [31.2 m] |
Total length: | 107.6 ft. [32.8 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 45.6 ft. [13.9 m] |
Vertical clearance below bridge: | 98.4 ft. [30.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 2009 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,036 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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: | 96.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Good | Good | Good | Good | 3036 | 96.3 |
January 2015 | Good | Good | Very Good | Very Good | 3036 | 96.3 |
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. | 538 | 523 | 14 | 1 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 4,891 | 3,911 | 980 | 0 | 0 |
Wearing Surfaces | sq. ft. | 3,655 | 2,655 | 0 | 1,000 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 91 | 83 | 8 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 215 | 165 | 50 | 0 | 0 |
Steel Protective Coating | sq. ft. | 215 | 165 | 0 | 0 | 50 |