LRD REVERE DR (SB) over MANITOWOC RIVER
Map
Coordinates:
+44.09664, -87.6742344°05'48" N, 87°40'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LRD REVERE DR (SB) over MANITOWOC RIVER |
Structure number: | B36012200000000 |
Location: | 0.9M S JCT USH 10 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 100.7 ft. [30.7 m] |
Total length: | 303.5 ft. [92.5 m] |
Roadway width between curbs: | 26.9 ft. [8.2 m] |
Deck width edge-to-edge: | 38.1 ft. [11.6 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1984 |
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: | 3 |
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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 18,249 [as of 2015] |
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: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 68.1 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $2,321,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2016 | Good | Good | Good | Good | 18249 | 68.1 |
September 2014 | Good | Good | Good | Good | 15800 | 69.3 |
October 2012 | Good | Good | Good | Good | 15800 | 69.3 |
September 2010 | Good | Good | Good | Good | 15800 | 69.3 |
October 2008 | Good | Good | Good | Good | 15800 | 71.4 |
September 2006 | Good | Good | Good | Very Good | 15800 | 71.4 |
September 2004 | Good | Good | Good | Good | 15800 | 71.4 |
December 2002 | Good | Very Good | Good | Good | 15800 | 71.4 |
November 2000 | Good | Very Good | Very Good | Very Good | 15800 | 71.4 |
September 1998 | Good | Very Good | Very Good | Very Good | 15800 | 71.4 |
September 1996 | Good | Very Good | Very Good | Very Good | 15800 | 71.4 |
September 1994 | Good | Very Good | Very Good | Very Good | 15800 | 71.4 |
October 1992 | Good | Excellent | Excellent | Very Good | 15800 | 71.4 |
October 1990 | Good | Excellent | Excellent | Very Good | 15800 | 71.4 |