Share: 
FRONT STREET NE over MILL CREEK
Map
Coordinates:
+44.95074, -123.03719
44°57'03" N, 123°02'14" W
+44.95074, -123.03719
44°57'03" N, 123°02'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | FRONT STREET NE over MILL CREEK |
| Structure number: | 470202000000000 |
| Location: | .25 MI N MARION SQ. PARK |
| Purpose: | Carries highway and railroad over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 40.0 ft. [12.2 m] |
| Total length: | 40.0 ft. [12.2 m] |
| Roadway width between curbs: | 35.4 ft. [10.8 m] |
| Deck width edge-to-edge: | 38.4 ft. [11.7 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1913 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Main span material: | Concrete [1] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: August 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,250 [as of 2010] |
| Truck traffic: | 5% of total traffic |
| 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| 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 with "unknown" foundation that has not been evaluated for scour. [U] |
| Sufficiency rating: | 81.1 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2017 | Fair | - | Good | Fair | 2250 | 81.1 |
| August 2015 | Fair | - | Good | Fair | 2250 | 80.9 |
| August 2013 | Fair | - | Good | Fair | 2250 | 80.9 |
| August 2011 | Fair | - | Good | Fair | 2250 | 84.8 |
| October 2009 | Fair | - | Good | Fair | 2250 | 84.8 |
| October 2007 | Fair | - | Good | Fair | 2228 | 84.8 |
| August 2005 | Fair | - | Good | Satisfactory | 2163 | 95.8 |
| July 2003 | Fair | - | Good | Satisfactory | 2163 | 95.8 |
| July 2001 | Fair | - | Good | Satisfactory | 2100 | 95.8 |
| July 1999 | Fair | - | Good | Satisfactory | 2000 | 96.8 |
| June 1997 | Fair | - | Good | Satisfactory | 2000 | 96.8 |
| June 1995 | Fair | - | Good | Satisfactory | 1270 | 97.0 |
| July 1993 | Fair | Very Good | Good | Satisfactory | 1270 | 45.0 |
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 | ||||||
| Reinforced Concrete Arch | linear ft. | 40 | 35 | 5 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 150 | 0 | 150 | 0 | 0 |
| Reinforced Concrete Pile Cap/Footing | linear ft. | 3 | 0 | 3 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 40 | 40 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 248 | 248 | 0 | 0 | 0 |
| Reinforced Concrete Bridge Rail | linear ft. | 40 | 40 | 0 | 0 | 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/1454218
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1454218