LUCAS ROAD over HOPKINS CREEK
Map
Coordinates:
+44.47069, -85.2861444°28'14" N, 85°17'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LUCAS ROAD over HOPKINS CREEK |
Structure number: | 000000000007048 |
Old structure number: | 57200027000B010 (from 1992 edition) |
Location: | SECTION 16 T24N R8W |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 48.6 ft. [14.8 m] |
Total length: | 49.9 ft. [15.2 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 37.4 ft. [11.4 m] |
Skew angle: | 30° |
Owner: | County Highway Agency [02] |
Year built: | 2016 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 200 [as of 2015] |
Truck traffic: | 10% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 99.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Very Good | Very Good | Very Good | 200 | 99.7 |
October 2016 | Good | Excellent | Excellent | Excellent | 200 | 99.7 |
May 2015 | Poor | Poor | Serious | Poor | 360 | 35.8 |
May 2013 | Poor | Poor | Serious | Poor | 360 | 35.8 |
April 2011 | Poor | Poor | Serious | Poor | 360 | 35.8 |
April 2009 | Poor | Poor | Serious | Fair | 360 | 35.8 |
May 2007 | Poor | Poor | Poor | Fair | 360 | 35.8 |
July 2005 | Poor | Poor | Poor | Fair | 360 | 35.8 |
August 2003 | Poor | Poor | Poor | Fair | 340 | 35.9 |
April 2001 | Poor | Poor | Poor | Fair | 305 | 36.2 |
April 1999 | Poor | Poor | Poor | Fair | 305 | 36.2 |
July 1997 | Poor | Poor | Poor | Very Good | 240 | 36.5 |
June 1995 | Fair | Satisfactory | Satisfactory | Fair | 240 | 48.2 |
June 1993 | Fair | Satisfactory | Satisfactory | Fair | 240 | 48.2 |
May 1991 | Fair | Satisfactory | Satisfactory | Fair | 240 | 88.5 |