Share: 
JAMIESON AVE. over HOOFS RUN
Map
Coordinates:
+38.80294, -77.05840
38°48'11" N, 77°03'30" W
+38.80294, -77.05840
38°48'11" N, 77°03'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | JAMIESON AVE. over HOOFS RUN |
| Structure number: | 000000000028509 |
| Location: | 00.16FR SW ST/0.08TO HOLL |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 21.0 ft. [6.4 m] |
| Total length: | 21.0 ft. [6.4 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1856 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Masonry [8] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: March 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,000 [as of 2005] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| 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: | Equal to present desirable criteria [8] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 79.7 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $3,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 2000 | 79.7 |
| March 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 2000 | 79.7 |
| March 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 2000 | 82.7 |
| March 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 2000 | 82.7 |
| March 2009 | Good | Good | Good | Good | 2000 | 82.7 |
| December 2006 | Good | Good | Good | Good | 2000 | 82.7 |
© 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/1585241
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1585241