BROOMFIELD RD over US-127
Map
Coordinates:
+43.58262, -84.7378643°34'57" N, 84°44'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BROOMFIELD RD over US-127 |
Structure number: | 000000000004236 |
Old structure number: | 37137013000S070 (from 1992 edition) |
Location: | 2.0 MI S OF M-20 |
Purpose: | Carries highway over highway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 71.9 ft. [21.9 m] |
Total length: | 206.0 ft. [62.8 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1964 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 4 |
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: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,954 [as of 1995] |
Truck traffic: | 3% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 66.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Satisfactory | Fair | Good | 5954 | 66.4 |
April 2015 | Fair | Good | Fair | Good | 5954 | 66.4 |
April 2013 | Fair | Good | Fair | Good | 5954 | 66.4 |
April 2011 | Fair | Very Good | Satisfactory | Good | 5954 | 73.6 |
April 2009 | Fair | Very Good | Satisfactory | Good | 5954 | 73.6 |
April 2007 | Fair | Good | Satisfactory | Good | 5954 | 73.6 |
April 2005 | Fair | Very Good | Fair | Satisfactory | 5954 | 62.1 |
March 2003 | Fair | Very Good | Satisfactory | Good | 5954 | 73.6 |
March 2001 | Good | Very Good | Good | Good | 5954 | 73.6 |
August 1999 | Good | Very Good | Good | Good | 5954 | 73.6 |
June 1997 | Good | Very Good | Good | Good | 5954 | 73.6 |
October 1995 | Good | Very Good | Very Good | Good | 780 | 78.3 |
July 1993 | Good | Very Good | Very Good | Good | 780 | 78.3 |
March 1991 | Good | Very Good | Very Good | Good | 780 | 79.7 |