US HIGHWAY 101 NB over EEL RIVER
Map
Coordinates:
+40.50842, -124.1186240°30'30" N, 124°07'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US HIGHWAY 101 NB over EEL RIVER |
Structure number: | 04 0016R |
Location: | 01-HUM-101-M53.91-RDEL |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 304.1 ft. [92.7 m] |
Total length: | 1643.1 ft. [500.8 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 38.1 ft. [11.6 m] |
Vertical clearance above deck: | 15.4 ft. [4.7 m] |
Skew angle: | 33° |
Owner: | State Highway Agency [01] |
Year built: | 1941 |
Year reconstructed: | 1989 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,400 [as of 2009] |
Truck traffic: | 11% 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: | 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: | 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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 58.3 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $10,038,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Good | Good | Fair | 4400 | 58.3 |
October 2015 | Good | Good | Very Good | Good | 4400 | 69.5 |
September 2013 | Good | Good | Good | Good | 4400 | 69.5 |
June 2011 | Good | Good | Good | Good | 4400 | 69.5 |
July 2009 | Good | Good | Good | Good | 4700 | 73.4 |
July 2007 | Fair | Good | Satisfactory | Good | 4700 | 73.4 |
July 2005 | Fair | Good | Satisfactory | Good | 4700 | 73.4 |
July 2003 | Good | Good | Good | Good | 4700 | 73.4 |
July 2001 | Good | Good | Good | Good | 7300 | 69.1 |
July 1999 | Good | Good | Good | Good | 7300 | 69.1 |
June 1997 | Good | Good | Good | Good | 7300 | 69.1 |
November 1994 | Good | Excellent | Excellent | Very Good | 4700 | 69.5 |
November 1992 | Good | Excellent | Excellent | Very Good | 4700 | 69.5 |
March 1990 | Good | Excellent | Excellent | Very Good | 4700 | 69.5 |
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 Closed Web/Box Girder | linear ft. | 270 | 256 | 4 | 10 | 0 |
Prestressed Concrete Girder/Beam | linear ft. | 136 | 136 | 0 | 0 | 0 |
Steel Stringer | linear ft. | 924 | 924 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,414 | 1,414 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 1,970 | 1,795 | 175 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 1,826 | 1,826 | 0 | 0 | 0 |
Superstructure |
Steel Truss | linear ft. | 369 | 369 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 287 | 227 | 60 | 0 | 0 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 3,587 | 3,557 | 30 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 3,294 | 3,294 | 0 | 0 | 0 |
Superstructure |
Steel Floor Beam | linear ft. | 247 | 247 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 739 | 739 | 0 | 0 | 0 |
Steel Gusset Plate | each | 72 | 72 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 3 | 3 | 0 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 40 | 30 | 0 | 10 | 0 |
Reinforced Concrete Abutment | linear ft. | 23 | 23 | 0 | 0 | 0 |
Steel Pile | each | 1 | 1 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 1 | 1 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 40 | 30 | 10 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 119 | 119 | 0 | 0 | 0 |
Compression Joint | linear ft. | 9 | 0 | 0 | 9 | 0 |
Assembly with Seal | each | 18 | 18 | 0 | 0 | 0 |
Other Joint | linear ft. | 23 | 23 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 2 | 1 | 0 | 1 | 0 |
Movable Bearing | each | 10 | 10 | 0 | 0 | 0 |
Fixed Bearing | each | 10 | 10 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 365 | 365 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 640 | 640 | 0 | 0 | 0 |