IH RAMP, IH 794 EB over LRD 2ND ST
Map
Coordinates:
+43.03556, -87.9236143°02'08" N, 87°55'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | IH RAMP, IH 794 EB over LRD 2ND ST |
Structure number: | B40131200060000 |
Location: | 1.6M E OFIH-94/16TH ST1.8 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 100.1 ft. [30.5 m] |
Total length: | 380.6 ft. [116.0 m] |
Roadway width between curbs: | 26.9 ft. [8.2 m] |
Deck width edge-to-edge: | 29.5 ft. [9.0 m] |
Vertical clearance below bridge: | 15.7 ft. [4.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 2006 |
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: | 4 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: September 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,100 [as of 2014] |
Deck condition: | Good [7 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: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 59.3 tons [53.9 metric tons] |
Inventory rating: | 46.3 tons [42.1 metric tons] |
Sufficiency rating: | 99.7 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
September 2016 | 99.7 | Good | Good | Good | Good | - | 6100 |
September 2014 | 89.7 | Good | Good | Good | Good | - | 6100 |
September 2012 | 87.7 | Good | Good | Good | Good | - | 6100 |
September 2010 | 96.0 | Good | Very Good | Very Good | Very Good | - | 5600 |
September 2008 | 96.3 | Good | Very Good | Excellent | Excellent | - | 3600 |
September 2006 | 62.3 | Good | Excellent | Excellent | Excellent | - | 45550 |