EBL KING'S HWY. over MUDDY CREEK
Map
Coordinates:
+38.26051, -77.3412938°15'38" N, 77°20'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | EBL KING'S HWY. over MUDDY CREEK |
Structure number: | 000000000010540 |
Location: | 0.0M K.G.CO-0.0M STAFF.CO |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 76.1 ft. [23.2 m] |
Total length: | 80.1 ft. [24.4 m] |
Roadway width between curbs: | 38.4 ft. [11.7 m] |
Deck width edge-to-edge: | 41.7 ft. [12.7 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1988 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 10,445 [as of 2014] |
Truck traffic: | 2% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 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: | Superior to present desirable criteria [9] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 97.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Fair | Satisfactory | Good | Good | 10445 | 97.0 |
December 2016 | Fair | Satisfactory | Good | Good | 10445 | 97.0 |
December 2014 | Fair | Satisfactory | Good | Good | 12096 | 96.9 |
December 2012 | Fair | Satisfactory | Good | Good | 12096 | 96.9 |
December 2010 | Fair | Satisfactory | Good | Good | 12096 | 96.9 |
December 2008 | Fair | Satisfactory | Good | Good | 12096 | 96.9 |
December 2006 | Fair | Satisfactory | Good | Good | 10164 | 97.1 |
November 2004 | Fair | Satisfactory | Good | Good | 10305 | 99.0 |
December 2002 | Fair | Satisfactory | Good | Good | 9414 | 99.1 |
December 2000 | Fair | Satisfactory | Good | Good | 7561 | 99.3 |
December 1998 | Fair | Satisfactory | Good | Good | 7561 | 99.3 |
January 1997 | Fair | Satisfactory | Good | Good | 9000 | 99.2 |
January 1995 | Fair | Satisfactory | Very Good | Very Good | 12000 | 99.1 |
February 1993 | Good | Good | Very Good | Very Good | 4577 | 99.7 |
January 1992 | Good | Good | Very Good | Very Good | 9155 | 99.3 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 384 | 384 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 3,904 | 3,904 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 3,336 | 1,368 | 1,960 | 8 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 105 | 48 | 17 | 40 | 0 |
Joints |
Compression Joint | linear ft. | 119 | 100 | 0 | 19 | 0 |
Bearings |
Movable Bearing | each | 5 | 0 | 3 | 0 | 2 |
Steel Protective Coating | sq. ft. | 5 | 0 | 0 | 0 | 5 |
Fixed Bearing | each | 5 | 0 | 5 | 0 | 0 |
Steel Protective Coating | sq. ft. | 5 | 0 | 0 | 0 | 5 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 155 | 116 | 39 | 0 | 0 |