SR1304 over HAWTREE CREEK
Map
Coordinates:
+36.52291, -78.1204636°31'22" N, 78°07'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1304 over HAWTREE CREEK |
Structure number: | 000000001850036 |
Old structure number: | 000000000185036 (from 1992 edition) |
Location: | 2.3 MI E JCT SR1300 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 81.0 ft. [24.7 m] |
Total length: | 85.0 ft. [25.9 m] |
Roadway width between curbs: | 26.9 ft. [8.2 m] |
Deck width edge-to-edge: | 30.2 ft. [9.2 m] |
Skew angle: | 5° |
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] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 320 [as of 2015] |
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: | 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: | 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: | 95.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Good | Very Good | Very Good | Very Good | 320 | 95.8 |
September 2015 | Good | Good | Good | Good | 400 | 95.7 |
October 2013 | Good | Good | Good | Good | 400 | 95.7 |
November 2011 | Good | Good | Good | Good | 390 | 95.7 |
November 2009 | Good | Excellent | Excellent | Excellent | 380 | 95.7 |
March 2008 | Fair | Good | Fair | Fair | 380 | 17.0 |
March 2006 | Fair | Good | Fair | Fair | 380 | 25.0 |
November 2003 | Fair | Good | Fair | Fair | 380 | 26.2 |
February 2002 | Poor | Serious | Fair | Fair | 100 | 34.7 |
April 2000 | Poor | Serious | Fair | Fair | 100 | 34.7 |
January 1998 | Fair | Fair | Fair | Fair | 100 | 38.8 |
December 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 80 | 49.0 |
December 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 90 | 49.0 |
November 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 90 | 49.0 |