N. WATERSIDE DRIVE over DIASCUND CREEK
Map
Coordinates:
+37.43113, -76.9164737°25'52" N, 76°54'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | N. WATERSIDE DRIVE over DIASCUND CREEK |
Structure number: | 000000000012736 |
Location: | 0.60 TO 60 & 3.20 TO 603 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 41.0 ft. [12.5 m] |
Total length: | 128.9 ft. [39.3 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1962 |
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: | Box beam or girders - Multiple [05] |
Deck type: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 719 [as of 2014] |
Truck traffic: | 1% 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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: | 88.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Satisfactory | Good | Good | 719 | 88.7 |
March 2016 | Fair | Fair | Good | Good | 719 | 87.7 |
March 2014 | Fair | Satisfactory | Good | Good | 716 | 88.7 |
March 2012 | Fair | Satisfactory | Good | Good | 716 | 88.7 |
March 2010 | Fair | Satisfactory | Good | Good | 716 | 88.7 |
February 2008 | Fair | Satisfactory | Good | Good | 870 | 82.6 |
February 2006 | Good | Good | Good | Good | 870 | 82.6 |
February 2004 | Fair | Good | Good | Satisfactory | 870 | 82.6 |
February 2002 | Fair | Good | Good | Satisfactory | 619 | 88.7 |
February 2000 | Fair | Good | Good | Satisfactory | 619 | 88.7 |
February 1998 | Fair | Satisfactory | Good | Satisfactory | 952 | 82.6 |
February 1996 | Fair | Good | Good | Satisfactory | 619 | 87.7 |
March 1994 | Good | Very Good | Very Good | Very Good | 619 | 87.7 |
March 1992 | Good | Very Good | Very Good | Very Good | 310 | 88.9 |