RAMP B over APPROACHES- S CAP ST BRI
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RAMP B over APPROACHES- S CAP ST BRI |
Structure number: | 0053(RAMP B) |
Location: | EXIT RAMP S.CAP ST BRIDGE |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 59.1 ft. [18.0 m] |
Total length: | 312.0 ft. [95.1 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1950 |
Year reconstructed: | 1977 |
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: | 4 |
Main spans material: | Steel [3] |
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: January 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,900 [as of 2007] |
Truck traffic: | 4% of total traffic |
Deck condition: | Satisfactory [6 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: | Basically intolerable requiring high priority of replacement [2] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 58.9 tons [53.5 metric tons] |
Inventory rating: | 36.0 tons [32.7 metric tons] |
Sufficiency rating: | 81.0 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $400,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
January 2017 | 81.0 | Fair | Satisfactory | Satisfactory | Satisfactory | FO | 3900 |
January 2015 | 81.0 | Fair | Good | Satisfactory | Satisfactory | FO | 3900 |
November 2012 | 79.0 | Fair | Good | Satisfactory | Satisfactory | FO | 3900 |
November 2010 | 79.0 | Fair | Good | Satisfactory | Satisfactory | FO | 3900 |
July 2008 | 79.0 | Fair | Good | Satisfactory | Satisfactory | FO | 3900 |
August 2006 | 51.0 | Poor | Fair | Fair | Poor | SD | 3900 |
June 2004 | 68.0 | Fair | Satisfactory | Fair | Fair | FO | 3900 |
July 2002 | 68.0 | Fair | Satisfactory | Fair | Fair | FO | 3900 |
June 1999 | 20.0 | Poor | Good | Fair | Critical | SD | 3900 |
October 1996 | 52.0 | Poor | Good | Satisfactory | Poor | SD | 3900 |
June 1994 | 79.0 | Fair | Good | Satisfactory | Satisfactory | FO | 3900 |
March 1990 | 79.0 | Fair | Good | Satisfactory | Satisfactory | FO | 3900 |
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. | 354 | 339 | 15 | 0 | 0 |
Steel Protective Coating | sq. ft. | 5,370 | 5,370 | 0 | 0 | 0 |
Reinforced Concrete Girder/Beam | linear ft. | 676 | 670 | 5 | 1 | 0 |
Steel Stringer | linear ft. | 1,062 | 858 | 197 | 7 | 0 |
Steel Protective Coating | sq. ft. | 5,045 | 4,637 | 0 | 0 | 408 |
Deck |
Reinforced Concrete Deck | sq. ft. | 10,608 | 10,244 | 356 | 8 | 0 |
Wearing Surfaces | sq. ft. | 7,488 | 2,496 | 4,992 | 0 | 0 |
Superstructure |
Steel Floor Beam | linear ft. | 152 | 151 | 1 | 0 | 0 |
Steel Protective Coating | sq. ft. | 2,510 | 2,510 | 0 | 0 | 0 |
Substructure |
Steel Column | each | 6 | 0 | 4 | 2 | 0 |
Steel Protective Coating | sq. ft. | 728 | 716 | 0 | 0 | 12 |
Reinforced Concrete Pier Wall | linear ft. | 154 | 153 | 0 | 1 | 0 |
Reinforced Concrete Abutment | linear ft. | 68 | 51 | 12 | 5 | 0 |
Steel Pier Cap | linear ft. | 60 | 40 | 17 | 3 | 0 |
Steel Protective Coating | sq. ft. | 721 | 701 | 0 | 0 | 20 |
Joints |
Strip Seal Joint | linear ft. | 96 | 0 | 96 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 8 | 7 | 1 | 0 | 0 |
Steel Protective Coating | sq. ft. | 2 | 1 | 0 | 1 | 0 |
Movable Bearing | each | 7 | 0 | 5 | 2 | 0 |
Steel Protective Coating | sq. ft. | 7 | 0 | 0 | 7 | 0 |
Fixed Bearing | each | 5 | 0 | 5 | 0 | 0 |
Steel Protective Coating | sq. ft. | 5 | 0 | 0 | 5 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 936 | 922 | 14 | 0 | 0 |
Steel Protective Coating | sq. ft. | 13,457 | 13,457 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 1,106 | 1,010 | 94 | 2 | 0 |