CO RD NE 2080 over IH 30 ML
Map
Coordinates:
+33.16107, -95.1318333°09'40" N, 95°07'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CO RD NE 2080 over IH 30 ML |
Structure number: | 010810061002077 |
Location: | 6.0 MI E OF SH 37 |
Purpose: | Carries highway over highway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 65.0 ft. [19.8 m] |
Total length: | 222.1 ft. [67.7 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 27.2 ft. [8.3 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1963 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | M 13.5 / H 15 [2] |
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: | Bituminous [6] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 23,590 [as of 2013] |
Deck condition: | Very Good [8 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: | Basically intolerable requiring high priority of replacement [2] |
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: | 78.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Fair | Very Good | Good | Satisfactory | 23590 | 78.0 |
January 2015 | Fair | Very Good | Good | Satisfactory | 1000 | 79.0 |
April 2013 | Fair | Good | Good | Satisfactory | 1000 | 79.0 |
May 2011 | Good | Good | Good | Good | 1000 | 79.0 |
May 2009 | Good | Good | Good | Good | 1000 | 79.0 |
April 2007 | Good | Good | Very Good | Good | 1000 | 80.0 |
April 2005 | Good | Good | Very Good | Good | 1000 | 81.0 |
June 2003 | Good | Good | Very Good | Good | 50 | 98.0 |
May 2001 | Good | Good | Very Good | Very Good | 50 | 98.0 |
June 1999 | Good | Good | Very Good | Good | 50 | 97.0 |
June 1997 | Good | Good | Very Good | Very Good | 50 | 98.0 |
May 1995 | Good | Very Good | Very Good | Very Good | 50 | 99.0 |
March 1993 | Good | Very Good | Very Good | Very Good | 50 | 96.1 |
December 1990 | Good | Very Good | Very Good | Very Good | 50 | 96.1 |