S. Seminole Trail over Little Crooked Run
Map
Coordinates:
+38.43218, -78.1626238°25'56" N, 78°09'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | S. Seminole Trail over Little Crooked Run |
Structure number: | 000000000011702 |
Location: | .75 From 630 & .66 To 631 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 23.0 ft. [7.0 m] |
Total length: | 23.0 ft. [7.0 m] |
Roadway width between curbs: | 40.4 ft. [12.3 m] |
Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1936 |
Year reconstructed: | 1988 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Concrete [1] |
Main span design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 7,239 [as of 2014] |
Truck traffic: | 5% 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: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 98.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 7239 | 98.3 |
June 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 7239 | 98.3 |
June 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 7787 | 98.3 |
June 2012 | Fair | Good | Good | Satisfactory | 7787 | 98.3 |
June 2011 | Fair | Good | Good | Satisfactory | 7787 | 98.3 |
June 2010 | Fair | Good | Good | Satisfactory | 7787 | 98.3 |
June 2009 | Fair | Good | Good | Satisfactory | 7787 | 98.3 |
June 2007 | Fair | Good | Good | Satisfactory | 7937 | 99.3 |
June 2005 | Fair | Good | Good | Fair | 7756 | 88.2 |
June 2003 | Good | Good | Good | Good | 7535 | 99.3 |
June 2001 | Good | Good | Good | Good | 6657 | 99.4 |
June 1999 | Fair | Good | Good | Satisfactory | 7715 | 97.3 |
June 1997 | Good | Good | Good | Good | 7500 | 97.3 |
June 1995 | Good | Good | Good | Good | 7000 | 97.5 |
June 1993 | Good | Good | Good | Good | 6053 | 97.5 |
June 1992 | Good | Good | Good | Good | 6387 | 97.5 |
June 1991 | Fair | Satisfactory | Satisfactory | Very Good | 6580 | 97.5 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Reinforced Concrete Closed Web/Box Girder | linear ft. | 315 | 0 | 235 | 80 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 1,007 | 1,007 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 932 | 0 | 0 | 0 | 932 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 134 | 52 | 82 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 71 | 68 | 3 | 0 | 0 |