Share: 
STATE HIGHWAY 61 over ENDERS SPILLWAY
Map
Coordinates:
+40.44325, -101.52581
40°26'36" N, 101°31'33" W
+40.44325, -101.52581
40°26'36" N, 101°31'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | STATE HIGHWAY 61 over ENDERS SPILLWAY |
| Structure number: | NKA-FCD-003 |
| Location: | 2.5 MILES SOUTH & 0.75 MI |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 49.9 ft. [15.2 m] |
| Total length: | 371.1 ft. [113.1 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
| Owner: | Bureau of Reclamation [69] |
| Year built: | 1947 |
| 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: | 7 |
| Main spans material: | Concrete [1] |
| Main spans design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: April 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 150 [as of 2014] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 89.1 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2018 | Good | Good | Very Good | Good | 150 | 89.1 |
| March 2016 | Good | Good | Very Good | Good | 150 | 89.1 |
| April 2014 | Good | Good | Very Good | Good | 150 | 89.1 |
| March 2012 | Fair | Satisfactory | Very Good | Good | 150 | 89.1 |
| April 2010 | Fair | Satisfactory | Very Good | Good | 150 | 89.1 |
| July 2008 | Fair | Satisfactory | Very Good | Good | 150 | 89.1 |
| September 2000 | Fair | Fair | Very Good | Satisfactory | 400 | 82.8 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1355923
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1355923