CSAH 3(MARSHALL A) over MISSISSIPPI R; CITY STS
Map
Coordinates:
+44.94841, -93.2022844°56'54" N, 93°12'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CSAH 3(MARSHALL A) over MISSISSIPPI R; CITY STS |
Structure number: | 62082 |
Location: | AT RAMSEY; HENN CO LINE |
Purpose: | Carries highway and pedestrian walkway over highway and waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 555.5 ft. [169.3 m] |
Total length: | 1483.7 ft. [452.2 m] |
Roadway width between curbs: | 60.0 ft. [18.3 m] |
Deck width edge-to-edge: | 83.0 ft. [25.3 m] |
Vertical clearance below bridge: | 49.2 ft. [15.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1989 |
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: | Concrete [1] |
Main spans design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Low slump Concrete [4] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 16,600 [as of 2016] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 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 foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 65.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Good | Satisfactory | Satisfactory | 16600 | 65.7 |
June 2017 | Fair | Good | Good | Satisfactory | 19000 | 64.1 |
June 2015 | Fair | Good | Good | Satisfactory | 19000 | 86.8 |
June 2013 | Fair | Good | Good | Satisfactory | 19000 | 86.8 |
June 2011 | Good | Good | Good | Good | 19000 | 86.8 |
September 2009 | Good | Good | Good | Good | 19000 | 86.8 |
July 2007 | Good | Good | Good | Good | 19000 | 86.8 |
November 2005 | Good | Good | Good | Good | 13200 | 89.9 |
October 2003 | Good | Good | Good | Good | 17000 | 87.9 |
November 2001 | Good | Good | Good | Good | 17500 | 87.6 |
October 1999 | Good | Good | Good | Good | 6600 | 0.0 |
May 1999 | Good | Very Good | Very Good | Very Good | 17500 | 86.6 |
October 1997 | Good | Good | Good | Good | 13800 | 87.6 |
September 1996 | Good | Good | Good | Good | 14000 | 87.5 |
November 1994 | Good | Very Good | Very Good | Very Good | 14620 | 86.1 |
May 1994 | Good | Very Good | Very Good | Very Good | 13800 | 88.6 |
August 1991 | Good | Excellent | Excellent | Excellent | 14500 | 86.2 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 12,474 | 12,306 | 30 | 138 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 123,147 | 122,283 | 839 | 25 | 0 |
Wearing Surfaces | sq. ft. | 89,017 | 86,781 | 2,236 | 0 | 0 |
Superstructure |
Reinforced Concrete Arch | linear ft. | 2,966 | 2,325 | 641 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 58 | 49 | 8 | 1 | 0 |
Reinforced Concrete Abutment | linear ft. | 207 | 144 | 63 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 272 | 130 | 139 | 3 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 663 | 500 | 137 | 26 | 0 |
Joints |
Strip Seal Joint | linear ft. | 228 | 228 | 0 | 0 | 0 |
Pourable Joint | linear ft. | 1,699 | 1,655 | 20 | 18 | 6 |
Assembly with Seal | each | 186 | 172 | 0 | 14 | 0 |
Bearings |
Elastomeric Bearing | each | 24 | 0 | 7 | 17 | 0 |
Movable Bearing | each | 350 | 327 | 20 | 3 | 0 |
Fixed Bearing | each | 114 | 90 | 18 | 6 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 5,828 | 5,592 | 224 | 6 | 6 |
Steel Protective Coating | sq. ft. | 16,581 | 0 | 10,747 | 5,788 | 46 |
Reinforced Concrete Bridge Rail | linear ft. | 2,966 | 2,450 | 505 | 11 | 0 |
Masonry Bridge Rail | linear ft. | 261 | 225 | 27 | 9 | 0 |