BRITAIN AVENUE over C&O RR (ABAN) & OX CREEK
Map
Coordinates:
+42.10892, -86.4431542°06'32" N, 86°26'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BRITAIN AVENUE over C&O RR (ABAN) & OX CREEK |
Structure number: | 000000000001048 |
Old structure number: | 114063000018S01 (from 1992 edition) |
Location: | 3 BLKS E OF PIPESTONE RD |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 70.9 ft. [21.6 m] |
Total length: | 352.1 ft. [107.3 m] |
Roadway width between curbs: | 42.0 ft. [12.8 m] |
Deck width edge-to-edge: | 54.8 ft. [16.7 m] |
Skew angle: | 25° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 2004 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 6 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: December 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,545 [as of 2000] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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: | 80.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Fair | Good | Very Good | Satisfactory | 2545 | 80.7 |
January 2016 | Fair | Good | Very Good | Satisfactory | 2545 | 80.7 |
November 2013 | Fair | Good | Very Good | Fair | 2545 | 69.6 |
June 2011 | Fair | Good | Very Good | Fair | 2545 | 69.6 |
February 2009 | Fair | Good | Very Good | Fair | 2545 | 69.6 |
May 2006 | Fair | Very Good | Excellent | Fair | 2545 | 69.6 |
October 2003 | Poor | Poor | Serious | Fair | 6600 | 4.0 |
May 2001 | Poor | Poor | Poor | Fair | 6600 | 43.8 |
November 1998 | Poor | Poor | Poor | Fair | 6600 | 43.8 |
September 1996 | Poor | Serious | Poor | Fair | 6600 | 35.9 |
December 1994 | Poor | Poor | Poor | Satisfactory | 6600 | 37.6 |
October 1991 | Poor | Poor | Poor | Satisfactory | 6600 | 37.6 |