US 50 HWY over ATSFRR & SAND CREEK
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+38.02623, -97.3611338°01'34" N, 97°21'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 50 HWY over ATSFRR & SAND CREEK |
Structure number: | 999905000400721 |
Location: | 1.36 MI. W. K-15 W. JCT. |
Purpose: | Carries highway over railroad and waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 125.0 ft. [38.1 m] |
Total length: | 455.4 ft. [138.8 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 45.9 ft. [14.0 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1975 |
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: | 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: | Low slump Concrete [4] |
Latest Available Inspection: October 2012
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,810 [as of 2011] |
Truck traffic: | 17% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Better than present minimum criteria [7] |
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 is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 66.6 |
Recommended work: | Bridge deck replacement with only incidental widening. [37] |
Estimated cost of work: | $691,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2012 | Poor | Good | Poor | Good | 8810 | 66.6 |
August 2011 | Poor | Good | Poor | Good | 8720 | 66.4 |
October 2010 | Poor | Good | Poor | Good | 8720 | 66.4 |
November 2009 | Poor | Good | Poor | Good | 9570 | 65.9 |
August 2008 | Poor | Good | Poor | Good | 9260 | 66.1 |
November 2006 | Poor | Good | Poor | Good | 10900 | 57.3 |
September 2004 | Poor | Good | Poor | Good | 9300 | 58.3 |
September 2002 | Fair | Good | Satisfactory | Good | 7690 | 97.1 |
October 2000 | Fair | Good | Satisfactory | Good | 7555 | 96.2 |
August 1998 | Fair | Good | Satisfactory | Good | 7620 | 96.1 |
September 1996 | Fair | Good | Satisfactory | Good | 7185 | 95.3 |
December 1994 | Good | Very Good | Very Good | Very Good | 5685 | 95.9 |
July 1992 | Good | Very Good | Very Good | Good | 6145 | 95.7 |
October 1991 | Good | Very Good | Very Good | Very Good | 6155 | 95.7 |