SR 19 over OCHWALKEE CREEK
Map
Coordinates:
+32.20336, -82.6693232°12'12" N, 82°40'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 19 over OCHWALKEE CREEK |
Structure number: | 000000030950270 |
Location: | 1.7 MI N OF GLENWOOD |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 84.0 ft. [25.6 m] |
Total length: | 252.0 ft. [76.8 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 46.9 ft. [14.3 m] |
Skew angle: | 3° |
Owner: | State Highway Agency [01] |
Year built: | 2004 |
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 [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: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,190 [as of 2011] |
Truck traffic: | 25% 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: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 91.2 |
Estimated cost of work: | $1,477,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Good | Very Good | Good | 2190 | 91.2 |
August 2016 | Good | Very Good | Very Good | Good | 2190 | 91.2 |
August 2014 | Good | Very Good | Very Good | Good | 2190 | 91.2 |
August 2012 | Good | Very Good | Very Good | Good | 2190 | 91.2 |
August 2010 | Good | Very Good | Very Good | Very Good | 3000 | 91.0 |
August 2008 | Good | Very Good | Very Good | Very Good | 3000 | 99.2 |
August 2006 | Good | Very Good | Very Good | Very Good | 2750 | 99.2 |
August 2004 | Good | Very Good | Very Good | Very Good | 3000 | 99.2 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Girder/Beam | linear ft. | 1,512 | 1,512 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 11,844 | 11,838 | 6 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 4 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 94 | 94 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 88 | 82 | 6 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 88 | 88 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 36 | 36 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 504 | 504 | 0 | 0 | 0 |