MD 404 WB over WATTS CREEK
Map
Coordinates:
+38.85397, -75.8184938°51'14" N, 75°49'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MD 404 WB over WATTS CREEK |
Structure number: | 100000050008014 |
Location: | 0.25 MILE WEST OF MD 16 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 245.1 ft. [74.7 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 2000 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Number of main spans: | 4 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 18,941 [as of 2009] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 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: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 98.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Fair | Satisfactory | Very Good | Good | 18941 | 98.2 |
February 2016 | Fair | Satisfactory | Very Good | Good | 18941 | 98.2 |
February 2014 | Fair | Satisfactory | Very Good | Good | 18941 | 98.2 |
February 2012 | Fair | Satisfactory | Very Good | Good | 18941 | 98.2 |
February 2010 | Fair | Satisfactory | Very Good | Good | 8056 | 99.2 |
March 2008 | Fair | Satisfactory | Very Good | Good | 8056 | 99.2 |
July 2007 | Fair | Satisfactory | Very Good | Good | 8138 | 99.2 |
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 Girder/Beam | linear ft. | 1,666 | 1,666 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 10,780 | 6,843 | 3,789 | 148 | 0 |
Substructure |
Reinforced Concrete Column | each | 22 | 22 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 90 | 86 | 4 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 129 | 129 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 90 | 90 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 35 | 35 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 560 | 560 | 0 | 0 | 0 |