SR 109 over HUMPTULIPS RIVER
Map
Coordinates:
+47.05083, -124.0424247°03'03" N, 124°02'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 109 over HUMPTULIPS RIVER |
Structure number: | 0004874B0000000 |
Location: | 10.3 N JCT US 101 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 233.9 ft. [71.3 m] |
Total length: | 363.9 ft. [110.9 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Vertical clearance above deck: | 15.1 ft. [4.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1956 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 13.5 / HS 15 [3] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,549 [as of 2016] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 48.3 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $5,242,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Good | Satisfactory | Satisfactory | 5549 | 48.3 |
May 2016 | Fair | Good | Satisfactory | Satisfactory | 5213 | 49.0 |
May 2014 | Fair | Good | Satisfactory | Satisfactory | 5213 | 49.0 |
May 2012 | Fair | Good | Satisfactory | Satisfactory | 5493 | 48.2 |
May 2010 | Fair | Good | Satisfactory | Satisfactory | 5200 | 49.2 |
May 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 5073 | 49.5 |
June 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 2905 | 54.8 |
July 2004 | Fair | Satisfactory | Good | Fair | 2905 | 48.2 |
July 2002 | Fair | Satisfactory | Good | Fair | 2905 | 48.2 |
July 2000 | Fair | Satisfactory | Good | Fair | 2877 | 45.4 |
March 1998 | Fair | Good | Good | Fair | 2877 | 49.8 |
October 1996 | Fair | Good | Good | Fair | 2877 | 49.8 |
March 1994 | Fair | Good | Good | Satisfactory | 2877 | 62.2 |
January 1993 | Fair | Satisfactory | Good | Satisfactory | 3250 | 61.4 |
October 1990 | Fair | Satisfactory | Good | Satisfactory | 3250 | 61.4 |