Lowell Blvd NB over Lowell Channel
Map
Coordinates:
+39.99778, -105.0377839°59'52" N, 105°02'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Lowell Blvd NB over Lowell Channel |
Structure number: | BFD-LOWL-ARNBND |
Location: | 0.15 Mi S of SH7 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Total length: | 60.0 ft. [18.3 m] |
Roadway width between curbs: | 30.8 ft. [9.4 m] |
Deck width edge-to-edge: | 45.3 ft. [13.8 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 2005 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2015
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,773 [as of 2014] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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 the assessed or calculated scour condition. [8] |
Operating rating: | 78.4 tons [71.3 metric tons] |
Inventory rating: | 41.4 tons [37.6 metric tons] |
Sufficiency rating: | 81.4 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
January 2015 | 81.4 | Good | Good | Very Good | Good | FO | 3773 |
Element Data
Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element | Units | Quantity | 1. Good | 2. Fair | 3. Poor | 4. Serious |
---|
Superstructure |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 540 | 540 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 90 | 90 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 62 | 62 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 180 | 105 | 75 | 0 | 0 |
Steel Protective Coating | sq. ft. | 180 | 105 | 75 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 2,712 | 2,712 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1 | 1 | 0 | 0 | 0 |