SBN I135 TO 2ND ST over HWY R/W ONLY
Map
Coordinates:
+37.68619, -97.3134137°41'10" N, 97°18'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | SBN I135 TO 2ND ST over HWY R/W ONLY |
Structure number: | 999913500873411 |
Location: | 0.89 N OF US54 HWY |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 80.1 ft. [24.4 m] |
Total length: | 209.7 ft. [63.9 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1976 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: August 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 41,600 [as of 2009] |
Truck traffic: | 10% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 96.1 tons [87.4 metric tons] |
Inventory rating: | 63.7 tons [57.9 metric tons] |
Sufficiency rating: | 95.0 |
Recommended work: | Bridge deck replacement with only incidental widening. [37] |
Estimated cost of work: | $159,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
August 2016 | 95.0 | Fair | Very Good | Satisfactory | Very Good | FO | 41600 |
August 2014 | 95.0 | Fair | Very Good | Satisfactory | Very Good | FO | 41600 |
August 2012 | 95.0 | Fair | Very Good | Satisfactory | Very Good | FO | 41600 |
August 2010 | 95.0 | Good | Very Good | Good | Very Good | FO | 41600 |
September 2008 | 95.0 | Good | Good | Good | Very Good | FO | 41600 |
August 2006 | 95.0 | Good | Good | Good | Very Good | FO | 42750 |
August 2004 | 95.0 | Good | Good | Good | Very Good | FO | 43400 |
August 2002 | 93.0 | Good | Good | Good | Very Good | FO | 4555 |
May 2000 | 93.0 | Good | Good | Good | Very Good | FO | 4555 |
August 1998 | 93.0 | Good | Good | Good | Very Good | FO | 4555 |
May 1996 | 76.0 | Good | Good | Good | Very Good | FO | 4555 |
July 1994 | 96.0 | Good | Very Good | Good | Very Good | FO | 4555 |
March 1992 | 96.0 | Good | Very Good | Very Good | Very Good | FO | 4555 |
May 1990 | 92.1 | Good | Very Good | Very Good | Very Good | FO | 4555 |