LRD COLUMBIA ROAD over CEDAR CREEK
Map
Coordinates:
+43.29712, -87.9862443°17'50" N, 87°59'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LRD COLUMBIA ROAD over CEDAR CREEK |
Structure number: | B45000100000000 |
Location: | 0.1M E OF WASHINGTON AVE |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 92.5 ft. [28.2 m] |
Total length: | 97.4 ft. [29.7 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 50.2 ft. [15.3 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1949 |
Year reconstructed: | 1988 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span 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 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,565 [as of 2015] |
Truck traffic: | 5% 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: | 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] |
Sufficiency rating: | 97.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Satisfactory | Satisfactory | Good | 6565 | 97.1 |
September 2016 | Fair | Satisfactory | Satisfactory | Good | 6565 | 97.1 |
September 2014 | Fair | Satisfactory | Satisfactory | Good | 6500 | 97.1 |
September 2012 | Fair | Satisfactory | Satisfactory | Good | 7400 | 94.9 |
September 2010 | Fair | Satisfactory | Satisfactory | Good | 7800 | 94.9 |
November 2008 | Fair | Satisfactory | Satisfactory | Good | 7800 | 94.9 |
August 2006 | Fair | Satisfactory | Satisfactory | Good | 7800 | 94.9 |
September 2004 | Fair | Satisfactory | Satisfactory | Good | 7700 | 94.9 |
September 2002 | Fair | Satisfactory | Satisfactory | Good | 3600 | 97.5 |
October 2000 | Fair | Satisfactory | Satisfactory | Good | 3600 | 97.5 |
November 1998 | Fair | Satisfactory | Satisfactory | Good | 8220 | 92.8 |
February 1997 | Fair | Satisfactory | Very Good | Very Good | 8220 | 92.8 |
September 1994 | Fair | Satisfactory | Very Good | Very Good | 8220 | 92.7 |
November 1992 | Good | Very Good | Very Good | Very Good | 8550 | 92.7 |
October 1990 | Fair | Satisfactory | Very Good | Very Good | 8550 | 92.7 |
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. | 553 | 313 | 60 | 180 | 0 |
Steel Protective Coating | sq. ft. | 7,692 | 3,846 | 1,538 | 769 | 1,539 |
Steel Stringer | linear ft. | 195 | 175 | 20 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 4,894 | 4,774 | 120 | 0 | 0 |
Superstructure |
Steel Floor Beam | linear ft. | 80 | 70 | 10 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 97 | 76 | 13 | 8 | 0 |
Joints |
Strip Seal Joint | linear ft. | 36 | 0 | 0 | 36 | 0 |
Bearings |
Elastomeric Bearing | each | 6 | 6 | 0 | 0 | 0 |
Fixed Bearing | each | 6 | 6 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 347 | 307 | 40 | 0 | 0 |