BRIGHTON AVE S over IS 35
Map
Coordinates:
+39.18357, -94.5212339°11'01" N, 94°31'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BRIGHTON AVE S over IS 35 |
Structure number: | 6409 |
Old structure number: | L 655R 1 (from 1992 edition) |
Location: | S 32 T 51 N R 32 W |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 69.9 ft. [21.3 m] |
Total length: | 261.2 ft. [79.6 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 58.4 ft. [17.8 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 41° |
Owner: | State Highway Agency [01] |
Year built: | 1954 |
Year reconstructed: | 1976 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 4 |
Main spans material: | Steel continuous [4] |
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: September 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,664 [as of 2017] |
Truck traffic: | 5% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Good [7 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 replacement [2] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 50.0 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $1,805,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Poor | Very Good | Good | Poor | 4664 | 50.0 |
September 2016 | Fair | Very Good | Very Good | Satisfactory | 4408 | 77.5 |
September 2015 | Poor | Fair | Very Good | Poor | 4206 | 49.6 |
September 2014 | Poor | Fair | Very Good | Poor | 4206 | 66.0 |
September 2013 | Poor | Satisfactory | Very Good | Poor | 4230 | 47.9 |
September 2012 | Poor | Good | Very Good | Poor | 4230 | 47.9 |
November 2011 | Poor | Good | Very Good | Poor | 4272 | 47.8 |
November 2010 | Poor | Good | Very Good | Poor | 4450 | 47.9 |
May 2008 | Fair | Good | Very Good | Satisfactory | 11000 | 70.3 |
January 2007 | Fair | Good | Very Good | Satisfactory | 11000 | 70.3 |
November 2005 | Fair | Good | Very Good | Satisfactory | 11000 | 70.3 |
March 2004 | Fair | Good | Very Good | Satisfactory | 22050 | 64.8 |
February 2002 | Fair | Good | Very Good | Satisfactory | 21638 | 65.0 |
October 1999 | Fair | Good | Very Good | Fair | 21638 | 51.4 |
October 1998 | Fair | Good | Very Good | Satisfactory | 21638 | 64.7 |
December 1997 | Fair | Good | Very Good | Satisfactory | 21638 | 64.7 |
November 1995 | Fair | Good | Very Good | Satisfactory | 13960 | 68.6 |
November 1994 | Fair | Good | Very Good | Satisfactory | 13550 | 68.8 |
January 1994 | Fair | Good | Very Good | Satisfactory | 13550 | 68.8 |
December 1992 | Fair | Good | Very Good | Satisfactory | 13550 | 68.8 |
November 1991 | Fair | Good | Very Good | Satisfactory | 13550 | 68.8 |