US 27 ALT WBL over NS RAILROAD
Map
Coordinates:
+33.55810, -85.0645633°33'29" N, 85°03'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 27 ALT WBL over NS RAILROAD |
Structure number: | 000000004500280 |
Location: | IN SOUTH CARROLLTON |
Purpose: | Carries highway over railroad |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 97.1 ft. [29.6 m] |
Total length: | 279.9 ft. [85.3 m] |
Roadway width between curbs: | 42.0 ft. [12.8 m] |
Deck width edge-to-edge: | 44.6 ft. [13.6 m] |
Skew angle: | 31° |
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+Mod / HS 20+Mod [6] |
Number of main spans: | 4 |
Main spans material: | Steel [3] |
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: July 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 26,510 [as of 2011] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 86.0 |
Estimated cost of work: | $1,641,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2016 | Fair | Satisfactory | Good | Satisfactory | 26510 | 86.0 |
July 2014 | Fair | Satisfactory | Good | Satisfactory | 26510 | 86.0 |
July 2012 | Fair | Satisfactory | Good | Satisfactory | 26510 | 86.0 |
July 2010 | Good | Good | Good | Good | 16910 | 86.5 |
July 2008 | Good | Good | Good | Good | 16910 | 86.5 |
September 2006 | Good | Good | Good | Good | 22360 | 99.0 |
June 2004 | Good | Good | Good | Good | 25880 | 98.8 |
August 2002 | Good | Good | Good | Good | 26100 | 92.7 |
August 2000 | Good | Good | Good | Good | 19900 | 94.4 |
October 1998 | Good | Good | Good | Good | 19900 | 93.4 |
August 1996 | Good | Good | Good | Good | 19900 | 93.4 |
August 1994 | Good | Very Good | Good | Very Good | 19900 | 93.0 |
July 1992 | Good | Very Good | Good | Very Good | 18000 | 93.6 |
February 1991 | Good | Very Good | Good | Very Good | 18000 | 93.6 |
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. | 1,680 | 1,680 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 16,295 | 16,295 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 12,462 | 4,962 | 7,500 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 90 | 90 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 135 | 125 | 10 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 168 | 126 | 0 | 42 | 0 |
Bearings |
Movable Bearing | each | 24 | 24 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 48 | 48 | 0 | 0 | 0 |
Fixed Bearing | each | 24 | 24 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 48 | 48 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 560 | 560 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 560 | 560 | 0 | 0 | 0 |