COUNTY ROUTE 50 over DRY CREEK
Map
Coordinates:
+37.76893, -80.2792637°46'08" N, 80°16'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROUTE 50 over DRY CREEK |
Structure number: | 00000000013A097 |
Location: | 0.76 Miles N. of CR 50/1 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 82.4 ft. [25.1 m] |
Roadway width between curbs: | 21.7 ft. [6.6 m] |
Deck width edge-to-edge: | 24.3 ft. [7.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1983 |
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: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 951 [as of 2015] |
Truck traffic: | 10% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 80.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,224,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 951 | 80.0 |
November 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 951 | 80.0 |
November 2014 | Poor | Satisfactory | Satisfactory | Poor | 600 | 52.9 |
November 2012 | Fair | Good | Good | Satisfactory | 600 | 80.4 |
November 2010 | Fair | Good | Good | Satisfactory | 600 | 79.8 |
November 2008 | Fair | Good | Good | Satisfactory | 970 | 79.1 |
November 2006 | Fair | Good | Good | Satisfactory | 750 | 79.5 |
November 2004 | Good | Good | Good | Good | 750 | 79.5 |
November 2002 | Good | Very Good | Very Good | Good | 650 | 79.7 |
December 2000 | Good | Very Good | Very Good | Good | 800 | 79.4 |
December 1998 | Good | Very Good | Very Good | Good | 800 | 79.4 |
December 1996 | Good | Very Good | Very Good | Good | 850 | 79.3 |
December 1994 | Good | Very Good | Very Good | Good | 1000 | 79.1 |
December 1992 | Good | Very Good | Very Good | Good | 1000 | 79.1 |
December 1990 | Good | Good | Good | Good | 1100 | 78.6 |