CTH EE W HAMPTON over MENOMONEE RIVER
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | CTH EE W HAMPTON over MENOMONEE RIVER |
Structure number: | B40069700000000 |
Location: | 0.2M E JCT USH 45 TO S |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 97.1 ft. [29.6 m] |
Total length: | 197.8 ft. [60.3 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 40.7 ft. [12.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 2005 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
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: October 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 21,406 [as of 2015] |
Truck traffic: | 6% of total traffic |
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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Operating rating: | 79.0 tons [71.8 metric tons] |
Inventory rating: | 39.2 tons [35.6 metric tons] |
Sufficiency rating: | 94.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,551,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
October 2016 | 94.9 | Good | Good | Good | Good | - | 21406 |
August 2014 | 95.1 | Good | Good | Very Good | Good | - | 20100 |
August 2012 | 93.1 | Good | Good | Very Good | Good | - | 20100 |
September 2010 | 77.4 | Good | Good | Very Good | Good | - | 20100 |
July 2008 | 77.4 | Good | Good | Very Good | Good | - | 20100 |
August 2006 | 77.4 | Good | Very Good | Very Good | Very Good | - | 20100 |
December 2005 | 77.4 | Good | Excellent | Excellent | Excellent | - | 20100 |