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11TH AVE over LATAH CREEK
Map
Coordinates:
+47.64577, -117.44736
47°38'45" N, 117°26'51" W
+47.64577, -117.44736
47°38'45" N, 117°26'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | 11TH AVE over LATAH CREEK |
| Structure number: | 085421000000000 |
| Location: | 00.15 SE SR195-I90 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 109.9 ft. [33.5 m] |
| Total length: | 153.9 ft. [46.9 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1927 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Concrete [1] |
| Main span design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: April 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 271 [as of 2017] |
| Truck traffic: | 1% of total traffic |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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] |
| Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Sufficiency rating: | 80.0 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $66,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| April 2017 | Good | 7 out of 10 | 271 | 80.0 |
| April 2015 | Good | 7 out of 10 | 271 | 80.0 |
| April 2013 | Good | 7 out of 10 | 161 | 77.5 |
| April 2011 | Good | 7 out of 10 | 161 | 77.5 |
| April 2009 | Fair | N out of 10 | 161 | 76.0 |
| April 2007 | Fair | N out of 10 | 100 | 87.0 |
| April 2005 | Fair | N out of 10 | 100 | 87.0 |
| May 2003 | Fair | N out of 10 | 100 | 87.0 |
| October 2001 | Fair | N out of 10 | 100 | 87.0 |
| November 1999 | Fair | N out of 10 | 100 | 87.0 |
| May 1997 | Good | N out of 10 | 100 | 89.0 |
| September 1995 | Good | N out of 10 | 100 | 89.0 |
| September 1993 | Good | N out of 10 | 100 | 77.8 |
| July 1989 | Good | N out of 10 | 100 | 77.8 |
© 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/1595081
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1595081