US 101 over HUMPTULIPS RIVER
Map
Coordinates:
+47.22948, -123.9622547°13'46" N, 123°57'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 101 over HUMPTULIPS RIVER |
Structure number: | 0003765B0000000 |
Location: | 21.5 N JCT SR 109 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 259.9 ft. [79.2 m] |
Total length: | 450.2 ft. [137.2 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 32.5 ft. [9.9 m] |
Vertical clearance above deck: | 14.8 ft. [4.5 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1950 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,133 [as of 2016] |
Truck traffic: | 23% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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] |
Pier/abutment protection: | None present but re-evaluation suggested [5] |
Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 68.4 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $7,200,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Satisfactory | Satisfactory | Good | 2133 | 68.4 |
April 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 1947 | 71.1 |
April 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 1947 | 71.1 |
April 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 2162 | 68.3 |
April 2010 | Poor | Poor | Satisfactory | Satisfactory | 2102 | 65.2 |
May 2008 | Poor | Poor | Satisfactory | Fair | 2102 | 52.7 |
June 2006 | Poor | Poor | Satisfactory | Poor | 3574 | 36.0 |
October 2004 | Poor | Satisfactory | Satisfactory | Poor | 3574 | 39.0 |
August 2002 | Poor | Satisfactory | Fair | Poor | 3574 | 39.0 |
July 2000 | Poor | Satisfactory | Fair | Poor | 3539 | 39.0 |
March 1998 | Fair | Satisfactory | Fair | Fair | 3539 | 47.9 |
October 1996 | Fair | Satisfactory | Fair | Fair | 3539 | 47.9 |
March 1994 | Fair | Satisfactory | Fair | Good | 3539 | 47.9 |
October 1992 | Fair | Satisfactory | Fair | Good | 3349 | 48.1 |
May 1990 | Fair | Fair | Fair | Good | 3349 | 46.9 |
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. | 1,656 | 1,656 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 12,992 | 10,628 | 0 | 2,216 | 148 |
Steel Stringer | linear ft. | 1,820 | 1,820 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 14,278 | 11,680 | 0 | 2,435 | 163 |
Deck |
Reinforced Concrete Deck | sq. ft. | 11,700 | 11,675 | 19 | 0 | 6 |
Wearing Surfaces | sq. ft. | 11,700 | 0 | 11,698 | 2 | 0 |
Superstructure |
Steel Truss | linear ft. | 520 | 322 | 33 | 165 | 0 |
Steel Protective Coating | sq. ft. | 40,796 | 33,373 | 0 | 6,958 | 465 |
Steel Floor Beam | linear ft. | 291 | 291 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 2,283 | 1,867 | 0 | 389 | 27 |
Steel Gusset Plate | each | 32 | 31 | 0 | 1 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 4 | 0 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 36 | 35 | 0 | 1 | 0 |
Reinforced Concrete Abutment | linear ft. | 119 | 119 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 4 | 2 | 0 | 2 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 58 | 58 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 26 | 0 | 26 | 0 | 0 |
Open Joint | linear ft. | 182 | 0 | 182 | 0 | 0 |
Assembly without Seal Joint | linear ft. | 104 | 0 | 104 | 0 | 0 |
Bearings |
Movable Bearing | each | 29 | 29 | 0 | 0 | 0 |
Fixed Bearing | each | 29 | 29 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 900 | 900 | 0 | 0 | 0 |