MCNULTY WAY over MCNULTY CREEK
Map
Coordinates:
+45.84656, -122.8273645°50'48" N, 122°49'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MCNULTY WAY over MCNULTY CREEK |
Structure number: | 19155 000 00000 |
Location: | IN ST. HELENS |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 40.7 ft. [12.4 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Owner: | Other Local Agencies [25] |
Year built: | 1984 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Slab [01] |
Deck type: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 53 [as of 2010] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 86.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Good | Good | Fair | 53 | 86.0 |
May 2015 | Fair | Good | Good | Fair | 53 | 80.4 |
May 2013 | Fair | Good | Good | Fair | 53 | 80.4 |
May 2011 | Fair | Good | Good | Fair | 53 | 80.4 |
May 2009 | Good | Good | Good | Good | 53 | 91.5 |
November 2008 | Good | Very Good | Very Good | Very Good | 53 | 91.5 |
September 2006 | Good | Very Good | Very Good | Very Good | 50 | 91.5 |
September 2004 | Good | Very Good | Very Good | Very Good | 50 | 92.5 |
January 2000 | - | - | - | - | 50 | 94.5 |
2000 | - | - | - | - | 50 | 94.5 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Deck |
Reinforced Concrete Deck | sq. ft. | 205 | 205 | 0 | 0 | 0 |
Prestressed Concrete Deck | sq. ft. | 1,299 | 1,298 | 1 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,299 | 1,299 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 72 | 72 | 0 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 18 | 0 | 18 | 0 | 0 |
Joints |
Other Joint | linear ft. | 64 | 64 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 32 | 32 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 81 | 79 | 2 | 0 | 0 |
Steel Protective Coating | sq. ft. | 502 | 452 | 50 | 0 | 0 |