PETERS CK. RD. EXT over PETERS CREEK
Map
Coordinates:
+37.29320, -80.0065237°17'36" N, 80°00'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PETERS CK. RD. EXT over PETERS CREEK |
Structure number: | 000000000025424 |
Location: | 0.3 MI. S. MELROSE AVE. |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 75.1 ft. [22.9 m] |
Total length: | 192.9 ft. [58.8 m] |
Roadway width between curbs: | 69.9 ft. [21.3 m] |
Deck width edge-to-edge: | 83.7 ft. [25.5 m] |
Skew angle: | 31° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1998 |
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: | 3 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans 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: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 15,162 [as of 2014] |
Truck traffic: | 2% of total traffic |
Deck condition: | Good [7 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 assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 100.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Good | Good | Good | 15162 | 100.0 |
October 2016 | Fair | Satisfactory | Good | Good | 15162 | 100.0 |
October 2014 | Fair | Satisfactory | Good | Good | 15000 | 100.0 |
October 2012 | Fair | Satisfactory | Good | Good | 15000 | 100.0 |
October 2010 | Good | Good | Good | Good | 15590 | 100.0 |
September 2008 | Good | Good | Good | Good | 15590 | 100.0 |
September 2006 | Good | Very Good | Good | Good | 15853 | 100.0 |
September 2004 | Good | Good | Very Good | Good | 16261 | 100.0 |