SR 56 over S PRONG CANOOCHEE CR O/F
Map
Coordinates:
+32.66446, -82.3074232°39'52" N, 82°18'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 56 over S PRONG CANOOCHEE CR O/F |
Structure number: | 000000010700960 |
Location: | 5.4 MI N OF MODOC |
Purpose: | Carries highway over relief for waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 60.0 ft. [18.3 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 43.3 ft. [13.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1994 |
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: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2015
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,300 [as of 2012] |
Truck traffic: | 16% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Operating rating: | 48.5 tons [44.1 metric tons] |
Inventory rating: | 28.7 tons [26.1 metric tons] |
Sufficiency rating: | 93.6 |
Estimated cost of work: | $352,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
November 2015 | 93.6 | Good | Very Good | Good | Good | - | 2300 |
November 2013 | 93.6 | Good | Very Good | Good | Good | - | 2300 |
November 2011 | 93.8 | Good | Very Good | Good | Good | - | 1990 |
November 2009 | 92.6 | Good | Very Good | Good | Very Good | - | 2330 |
October 2007 | 92.6 | Good | Very Good | Good | Very Good | - | 2330 |
October 2005 | 92.3 | Good | Very Good | Good | Very Good | - | 2740 |
October 2003 | 97.6 | Good | Very Good | Good | Very Good | - | 2600 |
December 2001 | 97.6 | Good | Very Good | Good | Very Good | - | 2600 |
January 2000 | 97.7 | Good | Very Good | Good | Very Good | - | 2400 |
November 1997 | 95.7 | Good | Very Good | Very Good | Very Good | - | 2400 |
June 1995 | 96.7 | Good | Very Good | Very Good | Very Good | - | 2400 |
Element Data
Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element | Units | Quantity | 1. Good | 2. Fair | 3. Poor | 4. Serious |
---|
Superstructure |
Reinforced Concrete Girder/Beam | linear ft. | 300 | 300 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 2,598 | 2,598 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 92 | 92 | 0 | 0 | 0 |
Prestressed Concrete Pile | each | 5 | 0 | 5 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 39 | 39 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 80 | 0 | 80 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 20 | 20 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 120 | 120 | 0 | 0 | 0 |