SR1400 over MERCHANT MILL POND
Map
Coordinates:
+36.43207, -76.6995436°25'55" N, 76°41'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1400 over MERCHANT MILL POND |
Structure number: | 000000000730016 |
Location: | 0.1 MI.S.JCT SR1403 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 41.0 ft. [12.5 m] |
Total length: | 131.9 ft. [40.2 m] |
Roadway width between curbs: | 29.2 ft. [8.9 m] |
Deck width edge-to-edge: | 45.3 ft. [13.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 2008 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 520 [as of 2011] |
Truck traffic: | 6% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
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: | 99.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Good | Very Good | Very Good | Very Good | 520 | 99.7 |
January 2016 | Good | Very Good | Very Good | Very Good | 520 | 99.7 |
January 2014 | Good | Very Good | Very Good | Very Good | 520 | 99.7 |
January 2012 | Good | Good | Good | Good | 590 | 99.6 |
January 2010 | Good | Good | Very Good | Very Good | 550 | 99.6 |
January 2008 | Good | Good | Very Good | Very Good | 550 | 99.6 |
July 2006 | Fair | Fair | Fair | Fair | 740 | 14.1 |
June 2004 | Fair | Fair | Fair | Fair | 730 | 14.2 |
July 2002 | Fair | Fair | Fair | Fair | 620 | 15.2 |
September 2000 | Fair | Fair | Fair | Fair | 600 | 15.4 |
April 1998 | Poor | Fair | Fair | Serious | 700 | 14.5 |
July 1990 | Fair | Fair | Fair | Fair | 550 | 42.0 |