SR1314 over HAWTREE CREEK
Map
Coordinates:
+36.47161, -78.1231436°28'18" N, 78°07'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1314 over HAWTREE CREEK |
Structure number: | 000000001850080 |
Old structure number: | 000000000185080 (from 1992 edition) |
Location: | 1.1 MI. S. OF JCT. SR1309 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 168.0 ft. [51.2 m] |
Roadway width between curbs: | 27.2 ft. [8.3 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 2014 |
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: | 4 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 270 [as of 2013] |
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 |
---|
October 2017 | Good | Very Good | Very Good | Very Good | 270 | 99.9 |
October 2015 | Fair | Good | Good | Fair | 370 | 48.5 |
December 2013 | Fair | Good | Good | Fair | 370 | 48.5 |
December 2011 | Good | Good | Good | Good | 480 | 50.8 |
December 2009 | Fair | Good | Satisfactory | Fair | 300 | 43.7 |
March 2008 | Fair | Good | Satisfactory | Satisfactory | 210 | 52.8 |
February 2006 | Poor | Very Good | Satisfactory | Poor | 370 | 22.2 |
November 2003 | Poor | Very Good | Satisfactory | Poor | 250 | 22.8 |
March 2002 | Poor | Very Good | Satisfactory | Poor | 340 | 22.3 |
June 2000 | Poor | Very Good | Satisfactory | Poor | 340 | 22.3 |
February 1998 | Poor | Poor | Satisfactory | Poor | 190 | 19.6 |
January 1996 | Poor | Poor | Satisfactory | Poor | 170 | 21.3 |
December 1993 | Fair | Fair | Good | Fair | 500 | 42.4 |
December 1991 | Fair | Fair | Good | Fair | 130 | 42.9 |