PUL/GILESTPK/RT100 over WALKER CREEK
Map
Coordinates:
+37.24356, -80.7114637°14'37" N, 80°42'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PUL/GILESTPK/RT100 over WALKER CREEK |
Structure number: | 000000000008344 |
Location: | 0.08-RT660; 0.36-RT606 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 100.1 ft. [30.5 m] |
Total length: | 362.9 ft. [110.6 m] |
Roadway width between curbs: | 84.6 ft. [25.8 m] |
Deck width edge-to-edge: | 87.9 ft. [26.8 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1990 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 4 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,608 [as of 2014] |
Truck traffic: | 7% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 97.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Satisfactory | Good | Good | 4608 | 97.6 |
October 2016 | Fair | Satisfactory | Good | Good | 4608 | 97.6 |
October 2014 | Fair | Satisfactory | Good | Good | 3897 | 97.6 |
October 2012 | Fair | Satisfactory | Good | Good | 3897 | 97.6 |
October 2010 | Fair | Satisfactory | Good | Good | 3897 | 97.6 |
October 2008 | Fair | Satisfactory | Good | Good | 3897 | 97.6 |
November 2006 | Fair | Satisfactory | Good | Good | 4633 | 99.6 |
November 2004 | Fair | Satisfactory | Good | Good | 4261 | 99.6 |
November 2002 | Fair | Satisfactory | Good | Good | 4523 | 99.6 |
January 2001 | Fair | Fair | Good | Good | 4452 | 98.6 |
January 1999 | Fair | Satisfactory | Good | Good | 3110 | 99.7 |
February 1997 | Fair | Fair | Good | Good | 3110 | 98.7 |
December 1994 | Good | Very Good | Very Good | Very Good | 3110 | 99.8 |
December 1992 | Good | Very Good | Very Good | Very Good | 3110 | 99.8 |
November 1990 | Good | Excellent | Excellent | Excellent | 3110 | 99.8 |