FERRY TRAFFIC over BLIND BAY
Map
Coordinates:
+48.58448, -122.9298148°35'04" N, 122°55'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FERRY TRAFFIC over BLIND BAY |
Structure number: | 0016576A0000000 |
Location: | BLIND BAY-SAN JUAN |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Tolls: | Yes [1] |
Length of largest span: | 65.0 ft. [19.8 m] |
Total length: | 96.1 ft. [29.3 m] |
Roadway width between curbs: | 15.4 ft. [4.7 m] |
Deck width edge-to-edge: | 18.4 ft. [5.6 m] |
Vertical clearance above deck: | 16.1 ft. [4.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 2004 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Steel [3] |
Main span design: | Movable - Lift [15] |
Deck type: | Closed Grating [4] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 308 [as of 2010] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
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 is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 70.2 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $653,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 308 | 70.2 |
September 2016 | Fair | Satisfactory | Good | Good | 308 | 70.2 |
September 2014 | Fair | Satisfactory | Good | Good | 308 | 69.3 |
September 2012 | Fair | Satisfactory | Good | Good | 308 | 69.3 |
September 2010 | Fair | Satisfactory | Very Good | Good | 308 | 72.6 |
September 2008 | Fair | Fair | Good | Good | 100 | 68.8 |
September 2007 | Fair | Fair | Good | Good | 100 | 68.8 |
June 2006 | Fair | Fair | Good | Good | 150 | 43.9 |
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 |
Steel Girder/Beam | linear ft. | 162 | 162 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 5,112 | 4,897 | 113 | 102 | 0 |
Steel Stringer | linear ft. | 320 | 320 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,099 | 9,673 | 224 | 201 | 1 |
Steel Floor Beam | linear ft. | 190 | 182 | 0 | 8 | 0 |
Steel Protective Coating | sq. ft. | 5,996 | 5,743 | 133 | 119 | 1 |
Steel Pin or Pin & Hangar Assembly | each | 4 | 4 | 0 | 0 | 0 |
Substructure |
Steel Pile | each | 12 | 9 | 0 | 3 | 0 |
Steel Protective Coating | sq. ft. | 378 | 362 | 8 | 7 | 1 |
Steel Pier Cap | linear ft. | 30 | 30 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 946 | 906 | 21 | 18 | 1 |
Deck |
Open Grid Deck | sq. ft. | 1,140 | 1,135 | 0 | 5 | 0 |
Bearings |
Fixed Bearing | each | 2 | 2 | 0 | 0 | 0 |