PONCA STREET over CANTON RAILROAD
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PONCA STREET over CANTON RAILROAD |
Structure number: | 200000BC4404010 |
Location: | PONCA ST. OVER CANTON RR |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 56.1 ft. [17.1 m] |
Total length: | 120.1 ft. [36.6 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 49.9 ft. [15.2 m] |
Vertical clearance below bridge: | 21.0 ft. [6.4 m] |
Skew angle: | 45° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1973 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Frame [07] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: October 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,198 [as of 2016] |
Truck traffic: | 5% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Inventory rating: | 62.8 tons [57.1 metric tons] |
Sufficiency rating: | 96.0 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $128,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
October 2016 | 96.0 | Fair | Fair | Satisfactory | Satisfactory | - | 2198 |
October 2014 | 95.0 | Fair | Fair | Satisfactory | Satisfactory | - | 9716 |
October 2012 | 94.0 | Fair | Satisfactory | Good | Good | - | 9716 |
October 2010 | 94.0 | Fair | Satisfactory | Good | Good | - | 9716 |
January 2010 | 94.0 | Fair | Satisfactory | Good | Good | - | 9716 |
January 2008 | 94.0 | Fair | Satisfactory | Good | Good | - | 9716 |
January 2006 | 94.0 | Fair | Satisfactory | Good | Good | - | 9716 |
November 2003 | 76.0 | Fair | Fair | Good | Good | FO | 9620 |
November 2001 | 77.0 | Good | Good | Good | Good | FO | 8442 |
November 1999 | 77.0 | Fair | Satisfactory | Good | Good | FO | 8442 |
February 1998 | 77.0 | Fair | Satisfactory | Good | Good | FO | 8442 |
July 1995 | 77.0 | Fair | Satisfactory | Good | Good | FO | 8442 |
January 1993 | 95.0 | Good | Good | Good | Good | - | 7789 |
December 1990 | 95.0 | Good | Very Good | Very Good | Good | - | 7789 |
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 |
Steel Girder/Beam | linear ft. | 1,050 | 1,016 | 33 | 1 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 6,000 | 5,967 | 5 | 28 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 100 | 92 | 5 | 3 | 0 |
Joints |
Compression Joint | linear ft. | 100 | 0 | 64 | 36 | 0 |
Bearings |
Movable Bearing | each | 14 | 0 | 13 | 1 | 0 |
Steel Protective Coating | sq. ft. | 18 | 0 | 17 | 1 | 0 |
Fixed Bearing | each | 14 | 8 | 4 | 2 | 0 |
Steel Protective Coating | sq. ft. | 63 | 32 | 21 | 10 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 244 | 232 | 2 | 10 | 0 |