RAMP E over GRASSY AREA
Map
Coordinates:
+33.51667, -86.7966733°31'00" N, 86°47'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RAMP E over GRASSY AREA |
Structure number: | 014161 |
Location: | FROM 5TH AVE. TO RAMP E-H |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 126.3 ft. [38.5 m] |
Total length: | 850.4 ft. [259.2 m] |
Roadway width between curbs: | 24.9 ft. [7.6 m] |
Deck width edge-to-edge: | 24.9 ft. [7.6 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 1987 |
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: | 2 |
Main spans material: | Steel continuous [4] |
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: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 15,241 [as of 2015] |
Truck traffic: | 10% 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: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 93.0 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $4,888,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 15241 | 93.0 |
September 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 15241 | 93.0 |
September 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 15241 | 93.0 |
September 2011 | Fair | Satisfactory | Satisfactory | Good | 15346 | 93.0 |
September 2009 | Good | Good | Good | Good | 15616 | 93.0 |
September 2007 | Good | Good | Good | Good | 15585 | 93.0 |
September 2005 | Good | Good | Good | Good | 16038 | 93.0 |
September 2003 | Good | Good | Good | Good | 1200 | 93.0 |
October 2001 | Good | Good | Good | Good | 1200 | 93.0 |
November 1999 | Good | Good | Good | Good | 1000 | 95.0 |
February 1998 | Good | Good | Good | Good | 5100 | 94.5 |
January 1996 | Good | Good | Good | Very Good | 5100 | 94.6 |
February 1994 | Good | Good | Good | Very Good | 5000 | 94.6 |
October 1991 | Good | Good | Good | Very Good | 2000 | 94.8 |
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 |
Steel Girder/Beam | linear ft. | 1,200 | 600 | 0 | 600 | 0 |
Steel Protective Coating | sq. ft. | 17,160 | 0 | 8,580 | 0 | 8,580 |
Prestressed Concrete Girder/Beam | linear ft. | 2,442 | 2,423 | 8 | 11 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 21,263 | 0 | 21,263 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 10 | 5 | 3 | 2 | 0 |
Reinforced Concrete Abutment | linear ft. | 49 | 0 | 49 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 249 | 0 | 240 | 9 | 0 |
Joints |
Open Joint | linear ft. | 200 | 200 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 90 | 0 | 90 | 0 | 0 |
Movable Bearing | each | 20 | 0 | 10 | 5 | 5 |
Fixed Bearing | each | 5 | 5 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 1,701 | 0 | 1,701 | 0 | 0 |