IH 43 NB over LRD ROSECRANS RD
Map
Coordinates:
+44.32302, -87.8265844°19'23" N, 87°49'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IH 43 NB over LRD ROSECRANS RD |
Structure number: | B36010400000000 |
Location: | 4.7M N JCT STH 147 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 122.4 ft. [37.3 m] |
Total length: | 124.7 ft. [38.0 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 43.0 ft. [13.1 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 14° |
Owner: | State Highway Agency [01] |
Year built: | 1979 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Prestressed concrete [5] |
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 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 9,200 [as of 2017] |
Truck traffic: | 22% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 87.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Good | Good | Satisfactory | 9200 | 87.7 |
September 2015 | Fair | Good | Good | Satisfactory | 9200 | 87.7 |
September 2013 | Good | Good | Good | Good | 9600 | 87.2 |
September 2011 | Good | Good | Good | Good | 9600 | 87.2 |
September 2009 | Fair | Good | Good | Satisfactory | 14600 | 85.0 |
September 2007 | Fair | Good | Good | Satisfactory | 14600 | 85.0 |
September 2005 | Fair | Good | Very Good | Satisfactory | 14600 | 85.0 |
October 2003 | Fair | Good | Very Good | Satisfactory | 14600 | 85.0 |
October 2001 | Fair | Good | Very Good | Satisfactory | 14600 | 85.0 |
December 1999 | Fair | Very Good | Very Good | Satisfactory | 14600 | 85.0 |
November 1998 | Fair | Very Good | Very Good | Satisfactory | 14600 | 85.0 |
September 1997 | Fair | Very Good | Very Good | Satisfactory | 14600 | 85.0 |
December 1996 | Fair | Very Good | Very Good | Satisfactory | 14600 | 85.0 |
October 1995 | Fair | Good | Very Good | Satisfactory | 14600 | 85.0 |
November 1994 | Fair | Good | Very Good | Satisfactory | 14600 | 85.0 |
November 1993 | Fair | Satisfactory | Very Good | Satisfactory | 3210 | 94.4 |
December 1992 | Fair | Satisfactory | Very Good | Satisfactory | 3210 | 94.4 |
December 1991 | Fair | Very Good | Very Good | Satisfactory | 3210 | 94.4 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 846 | 846 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,362 | 5,308 | 54 | 0 | 0 |
Wearing Surfaces | sq. ft. | 5,362 | 4,762 | 600 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 87 | 60 | 24 | 3 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 314 | 236 | 78 | 0 | 0 |