Quinby Bridge Road over Machipongo River
Map
Coordinates:
+37.56464, -75.7429737°33'53" N, 75°44'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Quinby Bridge Road over Machipongo River |
Structure number: | 000000000000357 |
Location: | 2.86 from 13/0.85 to 605 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 44.9 ft. [13.7 m] |
Total length: | 315.6 ft. [96.2 m] |
Roadway width between curbs: | 26.6 ft. [8.1 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Vertical clearance below bridge: | 3.3 ft. [1.0 m] |
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] |
Number of main spans: | 7 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 811 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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] |
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: | 88.4 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $100,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Good | Satisfactory | Satisfactory | 811 | 88.4 |
June 2016 | Fair | Good | Good | Satisfactory | 811 | 88.4 |
August 2014 | Fair | Good | Good | Satisfactory | 1010 | 87.3 |
August 2012 | Fair | Good | Good | Satisfactory | 1010 | 87.3 |
August 2010 | Good | Good | Good | Good | 1010 | 74.6 |
June 2008 | Good | Good | Good | Very Good | 1010 | 74.6 |
March 2006 | Good | Good | Good | Very Good | 931 | 75.7 |
May 2004 | Fair | Very Good | Satisfactory | Good | 917 | 75.7 |
June 2002 | Good | Good | Good | Very Good | 994 | 75.6 |
October 2000 | Fair | Satisfactory | Good | Very Good | 998 | 75.6 |
September 1996 | Fair | Satisfactory | Very Good | Very Good | 2100 | 78.0 |
August 1994 | Fair | Satisfactory | Very Good | Very Good | 1600 | 80.6 |
August 1992 | Good | Good | Very Good | Very Good | 1045 | 81.0 |
May 1990 | Good | Good | Very Good | Very Good | 1045 | 81.0 |