SR1301 over HOGGARD MILL CREEK
Map
Coordinates:
+36.02511, -76.9512236°01'30" N, 76°57'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1301 over HOGGARD MILL CREEK |
Structure number: | 000000000150040 |
Old structure number: | 000000000015040 (from 1992 edition) |
Location: | 0.1 MI N. OF JCT SR1300 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 48.9 ft. [14.9 m] |
Total length: | 151.9 ft. [46.3 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: | 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: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,000 [as of 2012] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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: | 96.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Good | Good | Very Good | 1000 | 96.1 |
June 2016 | Good | Very Good | Very Good | Very Good | 1000 | 91.1 |
June 2014 | Good | Very Good | Very Good | Very Good | 1000 | 91.0 |
July 2012 | Good | Good | Good | Good | 1000 | 96.0 |
July 2010 | Good | Very Good | Very Good | Very Good | 1400 | 94.9 |
July 2008 | Good | Very Good | Very Good | Very Good | 1100 | 95.0 |
December 2006 | Fair | Good | Good | Fair | 1500 | 60.1 |
July 2004 | Fair | Good | Good | Fair | 1500 | 60.1 |
July 2002 | Fair | Good | Good | Fair | 1700 | 62.3 |
September 2000 | Fair | Good | Good | Fair | 1700 | 62.3 |
September 1998 | Fair | Good | Good | Fair | 1600 | 62.3 |
September 1996 | Fair | Very Good | Very Good | Satisfactory | 630 | 73.7 |
September 1994 | Fair | Very Good | Very Good | Satisfactory | 750 | 73.7 |
February 1994 | Fair | Satisfactory | Satisfactory | Fair | 750 | 65.9 |
September 1992 | Fair | Satisfactory | Satisfactory | Fair | 750 | 65.9 |
August 1990 | Fair | Good | Good | Fair | 700 | 66.0 |