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Lowell Blvd NB over Lowell Channel
Map
Coordinates:
+39.99778, -105.03778
39°59'52" N, 105°02'16" W
+39.99778, -105.03778
39°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 |
© Copyright 2012-18, 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/1682707
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1682707