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OR 47 (HWY 102) over Battle Creek
Map
Coordinates:
+45.97807, -123.21917
45°58'41" N, 123°13'09" W
+45.97807, -123.21917
45°58'41" N, 123°13'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | OR 47 (HWY 102) over Battle Creek |
| Structure number: | 19874 102 04863 |
| Location: | 2.0 MI S HWY 110 JCT |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 105.0 ft. [32.0 m] |
| Total length: | 105.0 ft. [32.0 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 44.3 ft. [13.5 m] |
| Skew angle: | 29° |
| Owner: | State Highway Agency [01] |
| Year built: | 2007 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: May 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 710 [as of 2017] |
| Truck traffic: | 31% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Equal to present desirable criteria [8] |
| 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 condition. [5] |
| Sufficiency rating: | 98.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| May 2018 | Fair | Good | Satisfactory | Very Good | 710 | 98.0 |
| May 2016 | Fair | Good | Satisfactory | Very Good | 1100 | 97.4 |
| May 2014 | Good | Good | Good | Very Good | 1000 | 95.1 |
| May 2012 | Good | Good | Good | Very Good | 1000 | 95.1 |
| May 2011 | Good | Good | Good | Very Good | 1000 | 95.1 |
| May 2009 | Good | Very Good | Very Good | Very Good | 1200 | 95.4 |
| May 2007 | Good | Very Good | Very Good | Very Good | 1300 | 95.0 |
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. | 1,155 | 1,039 | 11 | 105 | 0 |
| Deck | ||||||
| Reinforced Concrete Top Flange | sq. ft. | 4,642 | 4,642 | 0 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 4,200 | 4,200 | 0 | 0 | 0 |
| Concrete Protective Coating | sq. ft. | 4,200 | 4,200 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 180 | 178 | 2 | 0 | 0 |
| Joints | ||||||
| Pourable Joint | linear ft. | 108 | 97 | 10 | 0 | 1 |
| Other Joint | linear ft. | 102 | 102 | 0 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 44 | 44 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 210 | 182 | 26 | 2 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1452572
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1452572