OLD HWY 30 over BEAVER CREEK
Map
Coordinates:
+46.09867, -123.0760646°05'55" N, 123°04'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | OLD HWY 30 over BEAVER CREEK |
Structure number: | 00144 414700848 |
Location: | 00 4 MI W HWY 30 JCT |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 28.9 ft. [8.8 m] |
Total length: | 60.0 ft. [18.3 m] |
Roadway width between curbs: | 18.0 ft. [5.5 m] |
Deck width edge-to-edge: | 22.0 ft. [6.7 m] |
Skew angle: | 33° |
Owner: | County Highway Agency [02] |
Year built: | 1918 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 2 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 558 [as of 2010] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 34.9 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $307,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Satisfactory | Satisfactory | Fair | 558 | 34.9 |
May 2017 | Fair | Satisfactory | Satisfactory | Fair | 558 | 47.6 |
May 2016 | Fair | Satisfactory | Satisfactory | Fair | 558 | 47.6 |
May 2015 | Fair | Satisfactory | Satisfactory | Fair | 558 | 47.6 |
January 2015 | Fair | Satisfactory | Satisfactory | Fair | 558 | 47.6 |
May 2013 | Fair | Satisfactory | Satisfactory | Fair | 558 | 47.6 |
September 2010 | Fair | Satisfactory | Satisfactory | Fair | 558 | 47.8 |
June 2009 | Fair | Satisfactory | Satisfactory | Fair | 558 | 47.8 |
January 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 558 | 54.8 |
September 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 536 | 54.7 |
September 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 742 | 53.0 |
October 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 720 | 53.0 |
September 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 720 | 53.0 |
September 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 700 | 53.1 |
May 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 700 | 54.9 |
April 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 700 | 54.9 |
April 1992 | Fair | Good | Good | Satisfactory | 700 | 63.2 |
January 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 630 | 63.3 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 27 | 0 | 13 | 14 | 0 |
Reinforced Concrete Abutment | linear ft. | 110 | 3 | 103 | 4 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 29 | 19 | 10 | 0 | 0 |
Joints |
Other Joint | linear ft. | 44 | 44 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 120 | 20 | 80 | 20 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 1,300 | 1,218 | 82 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,300 | 0 | 1,300 | 0 | 0 |