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MITSCHER WAY over ROSE CREEK
Map
Coordinates:
+32.88000, -117.13075
32°52'48" N, 117°07'51" W
+32.88000, -117.13075
32°52'48" N, 117°07'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | MITSCHER WAY over ROSE CREEK |
| Structure number: | 2CA7555 |
| Location: | 1.5KM SOUTH OF MIRAMAR RD |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 6.6 ft. [2.0 m] |
| Total length: | 28.5 ft. [8.7 m] |
| Roadway width between curbs: | 52.2 ft. [15.9 m] |
| Deck width edge-to-edge: | 75.1 ft. [22.9 m] |
| Owner: | Navy/Marines [73] |
| Year built: | 1935 |
| Year reconstructed: | 2005 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 4 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: August 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,000 [as of 2015] |
| Truck traffic: | 5% of total traffic |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| 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] |
| Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 83.3 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $36,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| August 2017 | Fair | 6 out of 10 | 4000 | 83.3 |
| August 2015 | Fair | 6 out of 10 | 4000 | 83.3 |
| July 2013 | Fair | 6 out of 10 | 4000 | 83.3 |
| August 2011 | Fair | 6 out of 10 | 4000 | 84.3 |
| August 2009 | Fair | 6 out of 10 | 4000 | 84.3 |
| November 2007 | Fair | 6 out of 10 | 4000 | 86.3 |
| February 2005 | Fair | 6 out of 10 | 4000 | 86.3 |
© Copyright 2012-19, 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/1046057
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1046057