SR 355 PINE KNOT L over PINE KNOT CREEK
Map
Coordinates:
+32.43985, -84.6484132°26'23" N, 84°38'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 355 PINE KNOT L over PINE KNOT CREEK |
Structure number: | 000000019750260 |
Location: | 12 MI N OF BUENA VISTA |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 240.2 ft. [73.2 m] |
Roadway width between curbs: | 37.7 ft. [11.5 m] |
Deck width edge-to-edge: | 41.3 ft. [12.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 2000 |
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: | 6 |
Main spans material: | Prestressed concrete [5] |
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: April 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 560 [as of 2011] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 99.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Good | Good | Very Good | Good | 560 | 99.4 |
April 2015 | Good | Good | Very Good | Good | 560 | 99.4 |
April 2013 | Good | Good | Very Good | Good | 560 | 99.4 |
June 2011 | Good | Good | Very Good | Good | 580 | 99.4 |
April 2009 | Good | Good | Very Good | Good | 700 | 99.2 |
April 2007 | Good | Good | Very Good | Good | 700 | 99.2 |
April 2005 | Good | Good | Very Good | Good | 700 | 99.2 |
May 2003 | Good | Good | Very Good | Good | 700 | 99.2 |
June 2001 | Good | Good | Very Good | Very Good | 700 | 99.2 |
August 2000 | Good | Good | Very Good | Very Good | 1270 | 98.6 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Girder/Beam | linear ft. | 1,200 | 1,200 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 9,888 | 9,888 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 74 | 74 | 0 | 0 | 0 |
Prestressed Concrete Pile | each | 25 | 25 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 185 | 185 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 222 | 222 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 60 | 60 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 480 | 480 | 0 | 0 | 0 |