US74 WBL over SCLRR
Map
Coordinates:
+34.83248, -79.5947934°49'57" N, 79°35'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US74 WBL over SCLRR |
Structure number: | 000000001650016 |
Location: | 0.1 MI. W. JCT. SR1196 |
Purpose: | Carries highway over railroad |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 107.0 ft. [32.6 m] |
Total length: | 232.0 ft. [70.7 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 41.0 ft. [12.5 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 55° |
Owner: | State Highway Agency [01] |
Year built: | 1995 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,500 [as of 2013] |
Truck traffic: | 12% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 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: | Equal to present desirable criteria [8] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 97.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Satisfactory | Satisfactory | Good | 8500 | 97.2 |
March 2016 | Fair | Satisfactory | Satisfactory | Good | 8500 | 97.2 |
March 2014 | Fair | Good | Fair | Good | 9000 | 86.0 |
March 2012 | Fair | Good | Good | Fair | 8000 | 86.1 |
March 2010 | Fair | Good | Satisfactory | Good | 8500 | 97.2 |
September 2008 | Fair | Satisfactory | Very Good | Very Good | 8000 | 97.3 |
August 2006 | Fair | Satisfactory | Very Good | Very Good | 8000 | 97.3 |
April 2004 | Fair | Satisfactory | Very Good | Very Good | 8000 | 97.3 |
April 2002 | Fair | Satisfactory | Very Good | Very Good | 7500 | 97.3 |
June 2000 | Fair | Satisfactory | Excellent | Excellent | 7000 | 97.3 |
June 1998 | Fair | Satisfactory | Excellent | Excellent | 7550 | 97.3 |
July 1991 | Poor | Poor | Poor | Serious | 5500 | 2.0 |
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. | 1,135 | 1,135 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 13,980 | 13,980 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 9,503 | 6,329 | 3,174 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 8 | 8 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 166 | 163 | 1 | 2 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 9 | 9 | 0 | 0 | 0 |
Steel Pile | each | 22 | 22 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,626 | 10,626 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 298 | 298 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 3,023 | 3,023 | 0 | 0 | 0 |
Joints |
Assembly with Seal | each | 82 | 79 | 0 | 3 | 0 |
Bearings |
Fixed Bearing | each | 5 | 5 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 5 | 5 | 0 | 0 | 0 |
Other Bearing | each | 15 | 5 | 10 | 0 | 0 |
Steel Protective Coating | sq. ft. | 15 | 5 | 0 | 10 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 466 | 0 | 464 | 2 | 0 |