NBL Seminole Trail over Robinson River
Map
Coordinates:
+38.39974, -78.2275538°23'59" N, 78°13'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NBL Seminole Trail over Robinson River |
Structure number: | 000000000025693 |
Location: | .40 From 603 & .05 To 636 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 81.0 ft. [24.7 m] |
Total length: | 243.1 ft. [74.1 m] |
Roadway width between curbs: | 39.4 ft. [12.0 m] |
Deck width edge-to-edge: | 42.7 ft. [13.0 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1998 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
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] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 7,628 [as of 2014] |
Truck traffic: | 5% 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: | 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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 98.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Good | Very Good | Good | 7628 | 98.3 |
October 2016 | Good | Good | Very Good | Good | 7628 | 98.3 |
October 2014 | Good | Good | Very Good | Good | 7787 | 98.3 |
December 2012 | Good | Good | Very Good | Good | 7787 | 98.3 |
December 2010 | Good | Good | Very Good | Good | 7787 | 99.3 |
November 2008 | Good | Good | Very Good | Good | 7787 | 99.3 |
November 2006 | Good | Good | Very Good | Good | 10380 | 99.0 |
November 2004 | Good | Very Good | Very Good | Very Good | 7844 | 99.3 |
December 2002 | Good | Very Good | Very Good | Very Good | 6673 | 99.4 |
November 2000 | Good | Very Good | Very Good | Very Good | 7201 | 97.3 |
November 1998 | Good | Excellent | Excellent | Very Good | 7201 | 97.3 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Deck |
Reinforced Concrete Deck | sq. ft. | 10,376 | 8,526 | 1,850 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 89 | 89 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 89 | 89 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 92 | 92 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 86 | 86 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 14 | 14 | 0 | 0 | 0 |
Fixed Bearing | each | 28 | 28 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 450 | 400 | 50 | 0 | 0 |