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Sheridan Pkwy SB over Local Drainage
Map
Coordinates:
+39.97075, -105.04196
39°58'15" N, 105°02'31" W
+39.97075, -105.04196
39°58'15" N, 105°02'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Sheridan Pkwy SB over Local Drainage |
| Structure number: | BFD-SRDN-FGSBND |
| 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] |
| 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: | 2,300 [as of 2014] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Very Good [8 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: | 96.5 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2017 | Good | Good | Good | Very Good | 2300 | 96.5 |
| January 2015 | Good | Good | Very Good | Very Good | 2300 | 96.5 |
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 | 535 | 3 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 4,891 | 4,321 | 570 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 3,655 | 3,655 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 91 | 90 | 1 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 215 | 190 | 25 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 215 | 190 | 0 | 0 | 25 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1682711
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1682711