SR1226 over DILLARD CREEK
Map
Coordinates:
+36.22956, -76.6731936°13'46" N, 76°40'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1226 over DILLARD CREEK |
Structure number: | 000000000410013 |
Location: | 0.7 MI. W. JCT. SR1222 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 54.1 ft. [16.5 m] |
Total length: | 167.0 ft. [50.9 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 2009 |
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: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 620 [as of 2014] |
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: | 99.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Very Good | Very Good | Very Good | 620 | 99.9 |
November 2016 | Good | Very Good | Very Good | Good | 560 | 99.7 |
November 2014 | Good | Very Good | Very Good | Good | 560 | 99.7 |
November 2012 | Good | Good | Good | Good | 400 | 99.8 |
November 2010 | Good | Very Good | Very Good | Good | 460 | 99.8 |
January 2010 | Good | Good | Good | Very Good | 420 | 99.8 |
January 2007 | Fair | Satisfactory | Satisfactory | Fair | 450 | 49.3 |
November 2004 | Fair | Satisfactory | Satisfactory | Fair | 520 | 49.2 |
December 2002 | Fair | Good | Satisfactory | Fair | 500 | 49.3 |
December 2000 | Fair | Very Good | Satisfactory | Fair | 700 | 49.0 |
January 1999 | Poor | Poor | Satisfactory | Fair | 140 | 53.0 |
January 1991 | Fair | Fair | Satisfactory | Fair | 550 | 47.2 |