WB-US6 BRG #8 over 108TH ST
Map
Coordinates:
+41.26361, -96.0819441°15'49" N, 96°04'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WB-US6 BRG #8 over 108TH ST |
Structure number: | S006 36484C |
Location: | 108TH & DODGE |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 200.1 ft. [61.0 m] |
Total length: | 401.9 ft. [122.5 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 42.3 ft. [12.9 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 2005 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
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: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 111,785 [as of 2017] |
Truck traffic: | 2% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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: | 66.0 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Good | Very Good | Very Good | Very Good | 111785 | 66.0 |
March 2016 | Good | Very Good | Excellent | Very Good | 51638 | 66.0 |
March 2014 | Good | Very Good | Excellent | Very Good | 51638 | 66.0 |
March 2012 | Good | Very Good | Excellent | Very Good | 37543 | 76.5 |
February 2010 | Good | Very Good | Excellent | Very Good | 29530 | 77.4 |
March 2008 | Good | Excellent | Excellent | Very Good | 66400 | 67.2 |
November 2006 | Good | Excellent | Excellent | Excellent | 66400 | 67.2 |
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. | 1,578 | 1,578 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 29,982 | 29,982 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 16,619 | 16,409 | 210 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 2 | 0 | 2 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 85 | 85 | 0 | 0 | 0 |
Masonry Abutment | linear ft. | 208 | 208 | 0 | 0 | 0 |
Steel Pier Cap | linear ft. | 58 | 58 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,276 | 1,276 | 0 | 0 | 0 |
Bearings |
Pot Bearing | each | 2 | 2 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 791 | 747 | 44 | 0 | 0 |