BREHMS LANE over HERRING RUN
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BREHMS LANE over HERRING RUN |
Structure number: | 200000BC4501010 |
Location: | 0.8 MI W ERDMAN AVE |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 87.9 ft. [26.8 m] |
Total length: | 91.9 ft. [28.0 m] |
Roadway width between curbs: | 30.2 ft. [9.2 m] |
Deck width edge-to-edge: | 42.3 ft. [12.9 m] |
Skew angle: | 8° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1963 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2016
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 32,043 [as of 2016] |
Truck traffic: | 5% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Operating rating: | 90.8 tons [82.5 metric tons] |
Inventory rating: | 54.3 tons [49.4 metric tons] |
Sufficiency rating: | 46.3 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $175,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
December 2016 | 46.3 | Poor | Fair | Fair | Poor | SD | 32043 |
December 2014 | 44.6 | Poor | Poor | Fair | Poor | SD | 28875 |
December 2012 | 62.7 | Fair | Fair | Satisfactory | Fair | FO | 28875 |
December 2010 | 62.7 | Fair | Fair | Satisfactory | Fair | FO | 28875 |
December 2009 | 62.7 | Fair | Fair | Satisfactory | Fair | FO | 28875 |
December 2007 | 62.7 | Fair | Fair | Satisfactory | Fair | FO | 28875 |
October 2005 | 62.9 | Fair | Fair | Satisfactory | Fair | FO | 27500 |
September 2003 | 62.9 | Fair | Fair | Satisfactory | Fair | FO | 27500 |
November 2001 | 64.5 | Fair | Good | Good | Fair | FO | 23900 |
November 1999 | 64.5 | Fair | Good | Good | Fair | FO | 23900 |
November 1997 | 65.5 | Fair | Good | Good | Fair | FO | 23900 |
January 1997 | 65.5 | Fair | Good | Good | Fair | FO | 23900 |
March 1995 | 67.0 | Fair | Good | Good | Fair | FO | 23900 |
October 1992 | 83.3 | Fair | Good | Good | Fair | - | 1229 |
October 1990 | 94.3 | Good | Very Good | Very Good | Good | - | 1229 |