I-471 over US 27
Map
Coordinates:
+39.06639, -84.4652839°03'59" N, 84°27'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-471 over US 27 |
Structure number: | 019B00049R |
Old structure number: | 019*0471*B0049P (from 1992 edition) |
Location: | 1.7 MI N OF I-275 INTRCH |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 158.1 ft. [48.2 m] |
Total length: | 351.4 ft. [107.1 m] |
Roadway width between curbs: | 56.1 ft. [17.1 m] |
Deck width edge-to-edge: | 63.3 ft. [19.3 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 33° |
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: | 3 |
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: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 49,508 [as of 2016] |
Truck traffic: | 4% of total traffic |
Deck condition: | Good [7 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: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Superior to present desirable criteria [9] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 97.9 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $2,663,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Good | Satisfactory | Satisfactory | 49508 | 97.9 |
August 2015 | Fair | Good | Satisfactory | Satisfactory | 46715 | 97.9 |
August 2013 | Fair | Good | Satisfactory | Satisfactory | 47741 | 97.9 |
August 2011 | Fair | Good | Satisfactory | Satisfactory | 46300 | 93.5 |
February 2010 | Good | Good | Good | Good | 42200 | 93.9 |
January 2008 | Good | Good | Good | Good | 93400 | 86.9 |
September 2005 | Good | Good | Good | Good | 94010 | 84.9 |
November 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 89057 | 91.3 |
September 2001 | Fair | Good | Good | Satisfactory | 89057 | 89.3 |
August 1999 | Good | Good | Very Good | Good | 89057 | 89.3 |
June 1998 | Good | Good | Very Good | Good | 89057 | 89.3 |
September 1995 | Good | Good | Very Good | Good | 27556 | 85.9 |
September 1993 | Good | Good | Very Good | Good | 27556 | 84.5 |
August 1991 | Good | Good | Very Good | Good | 27556 | 84.5 |
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. | 2,443 | 2,343 | 100 | 0 | 0 |
Steel Protective Coating | sq. ft. | 20,008 | 20,008 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 22,328 | 22,028 | 300 | 0 | 0 |
Wearing Surfaces | sq. ft. | 19,712 | 19,712 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 10 | 10 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 144 | 119 | 25 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 133 | 132 | 1 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 67 | 27 | 40 | 0 | 0 |
Bearings |
Movable Bearing | each | 21 | 10 | 10 | 1 | 0 |
Steel Protective Coating | sq. ft. | 63 | 35 | 18 | 6 | 4 |
Fixed Bearing | each | 7 | 7 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 28 | 24 | 4 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 706 | 584 | 120 | 2 | 0 |