Share: 
5922C over BLACK BEAR CREEK
Map
Coordinates:
+36.32601, -96.92501
36°19'34" N, 96°55'30" W
+36.32601, -96.92501
36°19'34" N, 96°55'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | 5922C over BLACK BEAR CREEK |
| Structure number: | 220720000000000 |
| Location: | .5 MI N OF LELA |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 95.1 ft. [29.0 m] |
| Total length: | 243.1 ft. [74.1 m] |
| Roadway width between curbs: | 32.2 ft. [9.8 m] |
| Deck width edge-to-edge: | 34.5 ft. [10.5 m] |
| Skew angle: | 30° |
| Owner: | County Highway Agency [02] |
| Year built: | 1988 |
| 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: | 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: August 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 75 [as of 2016] |
| Truck traffic: | 15% of total traffic |
| 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: | Equal to present desirable criteria [8] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 100.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $795,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2017 | Good | Good | Very Good | Good | 75 | 100.0 |
| August 2015 | Good | Good | Very Good | Good | 75 | 100.0 |
| August 2013 | Good | Good | Very Good | Good | 75 | 100.0 |
| August 2011 | Good | Good | Very Good | Good | 75 | 100.0 |
| October 2007 | Good | Good | Very Good | Good | 75 | 100.0 |
| June 2003 | Good | Good | Very Good | Good | 75 | 100.0 |
| August 1999 | Good | Good | Excellent | Good | 75 | 100.0 |
| June 1997 | Good | Good | Excellent | Good | 75 | 100.0 |
| May 1995 | Fair | Satisfactory | Very Good | Good | 100 | 100.0 |
| June 1993 | Good | Very Good | Very Good | Very Good | 100 | 100.0 |
| May 1991 | Good | Good | Good | Good | 100 | 100.0 |
© 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/1440874
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1440874