JAMIESON AVE S over IS 44
Map
Coordinates:
+38.60590, -90.3073138°36'21" N, 90°18'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | JAMIESON AVE S over IS 44 |
Structure number: | 2000 |
Location: | S 26 T 45 N R 6 E |
Purpose: | Carries highway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 112.9 ft. [34.4 m] |
Total length: | 326.1 ft. [99.4 m] |
Roadway width between curbs: | 36.4 ft. [11.1 m] |
Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 49° |
Owner: | State Highway Agency [01] |
Year built: | 1971 |
Year reconstructed: | 2011 |
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 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: December 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 9,509 [as of 2018] |
Truck traffic: | 4% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 64.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Fair | Good | Satisfactory | Fair | 9509 | 64.9 |
December 2016 | Poor | Good | Poor | Fair | 8968 | 49.1 |
January 2015 | Fair | Good | Satisfactory | Fair | 8639 | 65.1 |
September 2013 | Fair | Good | Satisfactory | Fair | 8744 | 64.2 |
January 2013 | Fair | Very Good | Good | Satisfactory | 8823 | 75.5 |
November 2011 | Fair | Excellent | Satisfactory | Satisfactory | 10115 | 75.3 |
August 2009 | Fair | Fair | Good | Satisfactory | 10321 | 90.9 |
August 2007 | Fair | Fair | Good | Satisfactory | 2905 | 92.0 |
August 2005 | Fair | Satisfactory | Good | Good | 11454 | 91.8 |
September 2003 | Fair | Satisfactory | Good | Fair | 5768 | 81.5 |
July 2001 | Fair | Satisfactory | Good | Fair | 5660 | 81.5 |
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 |
Steel Girder/Beam | linear ft. | 1,595 | 433 | 1,160 | 2 | 0 |
Steel Protective Coating | sq. ft. | 22,843 | 5,711 | 17,132 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 14,280 | 0 | 14,280 | 0 | 0 |
Superstructure |
Steel Pin or Pin & Hangar Assembly | each | 10 | 5 | 3 | 2 | 0 |
Steel Protective Coating | sq. ft. | 100 | 100 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 9 | 0 | 2 | 7 | 0 |
Reinforced Concrete Abutment | linear ft. | 186 | 126 | 30 | 30 | 0 |
Concrete Protective Coating | sq. ft. | 294 | 294 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 180 | 0 | 120 | 60 | 0 |
Concrete Protective Coating | sq. ft. | 540 | 360 | 180 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 60 | 0 | 0 | 60 | 0 |
Assembly without Seal Joint | linear ft. | 132 | 0 | 132 | 0 | 0 |
Bearings |
Movable Bearing | each | 20 | 5 | 9 | 6 | 0 |
Steel Protective Coating | sq. ft. | 20 | 5 | 15 | 0 | 0 |
Fixed Bearing | each | 5 | 5 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 5 | 5 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 652 | 0 | 652 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 652 | 0 | 652 | 0 | 0 |