I-381N RAMP 1A over I-381S(OVR);I-81/58(UND)
Map
Coordinates:
+36.62406, -82.1808836°37'27" N, 82°10'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-381N RAMP 1A over I-381S(OVR);I-81/58(UND) |
Structure number: | 000000000020051 |
Location: | 0.15FR381;0.20TO I-81/58 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 118.1 ft. [36.0 m] |
Total length: | 372.1 ft. [113.4 m] |
Roadway width between curbs: | 30.5 ft. [9.3 m] |
Deck width edge-to-edge: | 33.8 ft. [10.3 m] |
Vertical clearance above deck: | 17.1 ft. [5.2 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1987 |
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 continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 950 [as of 2017] |
Truck traffic: | 4% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present desirable criteria [8] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 88.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Satisfactory | Good | Good | 950 | 88.7 |
July 2016 | Fair | Satisfactory | Good | Good | 681 | 88.7 |
July 2014 | Fair | Satisfactory | Good | Good | 710 | 88.7 |
July 2012 | Fair | Satisfactory | Good | Good | 730 | 92.7 |
July 2010 | Fair | Satisfactory | Good | Good | 15467 | 74.9 |
June 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 15467 | 74.9 |
May 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 16515 | 74.4 |
May 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 16514 | 74.4 |
April 2002 | Fair | Fair | Satisfactory | Satisfactory | 46840 | 68.0 |
April 2000 | Fair | Fair | Satisfactory | Satisfactory | 32918 | 68.0 |
April 1998 | Fair | Fair | Satisfactory | Satisfactory | 32918 | 68.0 |
March 1996 | Fair | Satisfactory | Good | Satisfactory | 3970 | 82.2 |
April 1994 | Fair | Satisfactory | Good | Good | 3970 | 82.2 |
March 1992 | Good | Good | Very Good | Very Good | 3970 | 82.2 |
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 |
Steel Girder/Beam | linear ft. | 2,050 | 714 | 1,316 | 20 | 0 |
Steel Protective Coating | sq. ft. | 23,590 | 0 | 23,566 | 0 | 24 |
Deck |
Reinforced Concrete Deck | sq. ft. | 12,581 | 7,893 | 4,685 | 3 | 0 |
Substructure |
Reinforced Concrete Column | each | 3 | 0 | 3 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 114 | 87 | 25 | 2 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 68 | 68 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 102 | 65 | 37 | 0 | 0 |
Joints |
Assembly with Seal | each | 66 | 0 | 63 | 3 | 0 |
Bearings |
Movable Bearing | each | 16 | 9 | 0 | 5 | 2 |
Steel Protective Coating | sq. ft. | 144 | 144 | 0 | 0 | 0 |
Fixed Bearing | each | 4 | 4 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 36 | 36 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 790 | 646 | 144 | 0 | 0 |