KINGS HWY. (WBL) over MUDDY CREEK
Map
Coordinates:
+38.26059, -77.3416138°15'38" N, 77°20'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KINGS HWY. (WBL) over MUDDY CREEK |
Structure number: | 000000000010542 |
Location: | KING GEORGE-STAFFORD LINE |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 77.1 ft. [23.5 m] |
Roadway width between curbs: | 38.7 ft. [11.8 m] |
Deck width edge-to-edge: | 40.0 ft. [12.2 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1931 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2017
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: | Good [7 out of 9] |
Superstructure condition: | Good [7 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 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 2017 | Fair | Good | Good | Satisfactory | 10445 | 97.0 |
December 2015 | Fair | Good | Good | Satisfactory | 10445 | 97.0 |
December 2013 | Fair | Good | Good | Satisfactory | 12096 | 96.9 |
December 2011 | Fair | Good | Good | Satisfactory | 12096 | 96.9 |
December 2009 | Fair | Good | Good | Satisfactory | 12096 | 96.9 |
December 2007 | Fair | Good | Good | Satisfactory | 11702 | 96.9 |
December 2005 | Fair | Very Good | Very Good | Satisfactory | 10146 | 98.1 |
January 2004 | Good | Very Good | Very Good | Good | 9596 | 98.1 |
December 2001 | Good | Very Good | Very Good | Good | 9414 | 98.1 |
December 1999 | Good | Very Good | Very Good | Good | 7561 | 99.3 |
January 1998 | Good | Excellent | Excellent | Good | 7500 | 99.3 |
January 1996 | Good | Excellent | Excellent | Good | 9000 | 99.2 |
January 1995 | Poor | Poor | Poor | Fair | 12000 | 54.7 |
January 1994 | Poor | Poor | Poor | Fair | 6248 | 59.5 |
February 1993 | Poor | Poor | Poor | Fair | 4577 | 62.3 |
January 1991 | Poor | Poor | Poor | Fair | 3173 | 64.5 |
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 |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 1,064 | 564 | 500 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 3,086 | 3,086 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 3,086 | 2,884 | 152 | 0 | 50 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 63 | 0 | 48 | 15 | 0 |
Reinforced Concrete Abutment | linear ft. | 171 | 103 | 34 | 34 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 63 | 46 | 9 | 8 | 0 |
Joints |
Pourable Joint | linear ft. | 59 | 0 | 0 | 0 | 59 |
Bearings |
Elastomeric Bearing | each | 112 | 111 | 1 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 174 | 124 | 25 | 25 | 0 |