Share: 
ELM ST over ELM ST-4MI CREEK
Map
Coordinates:
+19.67931, -155.06403
19°40'46" N, 155°03'51" W
+19.67931, -155.06403
19°40'46" N, 155°03'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | ELM ST over ELM ST-4MI CREEK |
| Structure number: | 001220001100004 |
| Location: | TMK 2-2-55:15 |
| Purpose: | Carries highway over relief for waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 6.9 ft. [2.1 m] |
| Total length: | 16.1 ft. [4.9 m] |
| Roadway width between curbs: | 21.7 ft. [6.6 m] |
| Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
| Skew angle: | 60° |
| Owner: | County Highway Agency [02] |
| Year built: | 1963 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 13.5 / HS 15 [3] |
| Number of main spans: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 220 [as of 1986] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| 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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| 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 the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 48.5 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $126,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| December 2017 | Fair | 6 out of 10 | 220 | 48.5 |
| December 2015 | Good | 7 out of 10 | 220 | 48.5 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Reinforced Concrete Culvert | linear ft. | 82 | 56 | 26 | 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/1684365
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1684365