HAMILTN ST/FAU5066 over US75
Map
Coordinates:
+41.27333, -95.9550041°16'24" N, 95°57'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HAMILTN ST/FAU5066 over US75 |
Structure number: | S075 09137 |
Location: | HAMILTON ST INTRCHG |
Purpose: | Carries highway overpass over highway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 111.9 ft. [34.1 m] |
Total length: | 194.9 ft. [59.4 m] |
Roadway width between curbs: | 49.9 ft. [15.2 m] |
Deck width edge-to-edge: | 63.7 ft. [19.4 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 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: | 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: | Latex Concrete or similar additive [3] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,730 [as of 2010] |
Deck condition: | Poor [4 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: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 84.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Poor | Poor | Satisfactory | Satisfactory | 8730 | 84.3 |
March 2016 | Fair | Fair | Satisfactory | Satisfactory | 8730 | 88.2 |
March 2014 | Fair | Fair | Satisfactory | Satisfactory | 8730 | 88.2 |
March 2012 | Fair | Fair | Satisfactory | Satisfactory | 8730 | 94.2 |
March 2010 | Fair | Fair | Satisfactory | Satisfactory | 9700 | 94.1 |
October 2009 | Fair | Satisfactory | Good | Fair | 7000 | 84.2 |
March 2008 | Fair | Satisfactory | Good | Fair | 7000 | 79.0 |
March 2006 | Fair | Satisfactory | Good | Fair | 6900 | 79.0 |
August 2004 | Fair | Satisfactory | Good | Good | 2800 | 90.6 |
March 2002 | Fair | Satisfactory | Very Good | Good | 9700 | 89.9 |
August 2000 | Fair | Satisfactory | Very Good | Good | 5900 | 90.3 |
August 1998 | Fair | Satisfactory | Very Good | Very Good | 5900 | 90.3 |
September 1996 | Fair | Satisfactory | Very Good | Very Good | 8500 | 90.0 |
October 1994 | Fair | Satisfactory | Very Good | Very Good | 7600 | 90.2 |
August 1992 | Fair | Satisfactory | Very Good | Very Good | 7800 | 90.2 |
December 1991 | Good | Good | Very Good | Very Good | 7800 | 92.2 |
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. | 1,358 | 569 | 747 | 42 | 0 |
Steel Protective Coating | sq. ft. | 14,440 | 13,890 | 0 | 0 | 550 |
Deck |
Reinforced Concrete Deck | sq. ft. | 12,480 | 10,742 | 930 | 808 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 64 | 58 | 6 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 128 | 42 | 35 | 51 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 64 | 39 | 19 | 6 | 0 |
Bearings |
Movable Bearing | each | 7 | 7 | 0 | 0 | 0 |
Fixed Bearing | each | 14 | 0 | 0 | 14 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 390 | 354 | 36 | 0 | 0 |