Whippingham Pkwy over Ragged Island Creek
Map
Coordinates:
+36.95247, -76.5178336°57'09" N, 76°31'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Whippingham Pkwy over Ragged Island Creek |
Structure number: | 000000000030516 |
Location: | 0.50 Mile from Route 17 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 54.8 ft. [16.7 m] |
Total length: | 54.8 ft. [16.7 m] |
Roadway width between curbs: | 30.5 ft. [9.3 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 2017 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 512 [as of 2017] |
Deck condition: | Excellent [9 out of 9] |
Superstructure condition: | Excellent [9 out of 9] |
Substructure condition: | Excellent [9 out of 9] |
Structural appraisal: | Superior to present desirable criteria [9] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 99.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Good | Excellent | Excellent | Excellent | 512 | 99.8 |