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LOMBARD STREET over JONES FALLS STREAM
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | LOMBARD STREET over JONES FALLS STREAM |
| Structure number: | 200000BC1207020 |
| Location: | 0.1 MI N OF PRATT ST |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 29.9 ft. [9.1 m] |
| Total length: | 91.9 ft. [28.0 m] |
| Roadway width between curbs: | 56.1 ft. [17.1 m] |
| Deck width edge-to-edge: | 97.8 ft. [29.8 m] |
| Skew angle: | 6° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1974 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Concrete [1] |
| Main span design: | Culvert [19] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: December 2016
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 19,240 [as of 2007] |
| Truck traffic: | 5% of total traffic |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| 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] |
| Operating rating: | 36.0 tons [32.7 metric tons] |
| Inventory rating: | 36.0 tons [32.7 metric tons] |
| Sufficiency rating: | 78.7 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $14,000 |
Previous Inspections
| Date | Suff. Rating | Condition | Culvert Condition | SD/FO | ADT |
|---|---|---|---|---|---|
| December 2016 | 78.7 | Fair | 6 out of 10 | FO | 19240 |
| December 2015 | 67.2 | Fair | 5 out of 10 | FO | 19240 |
| December 2014 | 78.7 | Fair | 6 out of 10 | FO | 19240 |
| December 2013 | 78.7 | Fair | 6 out of 10 | FO | 19240 |
| December 2012 | 78.7 | Fair | 6 out of 10 | FO | 19240 |
| December 2011 | 78.7 | Fair | 6 out of 10 | FO | 19240 |
| August 2010 | 78.7 | Fair | 6 out of 10 | FO | 19240 |
| November 2009 | 78.7 | Fair | 6 out of 10 | FO | 19240 |
| November 2007 | 78.7 | Good | 7 out of 10 | FO | 19240 |
| November 2005 | 78.7 | Good | 7 out of 10 | FO | 19240 |
| August 2003 | 78.7 | Good | 7 out of 10 | FO | 19240 |
| March 2002 | 80.8 | Good | 7 out of 10 | - | 19050 |
| February 2000 | 81.1 | Good | 7 out of 10 | - | 16707 |
| February 1998 | 81.1 | Good | 7 out of 10 | - | 16707 |
| March 1995 | 81.5 | Good | 7 out of 10 | - | 16707 |
| November 1992 | 81.5 | Good | 7 out of 10 | - | 16707 |
| October 1990 | 70.1 | Good | 7 out of 10 | - | 16707 |
© Copyright 2012-18, 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/1242587
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1242587