US-23 over LONG LAKE CREEK
Map
Coordinates:
+45.15667, -83.4287645°09'24" N, 83°25'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US-23 over LONG LAKE CREEK |
Structure number: | 000000000000336 |
Old structure number: | 04104032000B020 (from 1992 edition) |
Location: | 4.4 MI S OF PRESQUE ISLE |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 29.9 ft. [9.1 m] |
Roadway width between curbs: | 43.0 ft. [13.1 m] |
Deck width edge-to-edge: | 70.2 ft. [21.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1939 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,816 [as of 2007] |
Truck traffic: | 7% of total traffic |
Deck condition: | Good [7 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: | Equal to present minimum criteria [6] |
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: | 92.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Good | Satisfactory | Good | 4816 | 92.4 |
July 2016 | Fair | Good | Satisfactory | Good | 4816 | 92.4 |
July 2014 | Fair | Good | Satisfactory | Good | 4816 | 92.4 |
August 2012 | Fair | Good | Satisfactory | Good | 4816 | 92.4 |
August 2010 | Fair | Good | Satisfactory | Good | 4816 | 92.4 |
August 2008 | Fair | Good | Satisfactory | Good | 4816 | 92.4 |
August 2006 | Fair | Good | Satisfactory | Good | 4934 | 92.3 |
August 2004 | Fair | Good | Satisfactory | Good | 4100 | 93.4 |
September 2002 | Fair | Good | Satisfactory | Good | 4100 | 93.4 |
September 2000 | Fair | Good | Satisfactory | Good | 4100 | 94.4 |
September 1998 | Fair | Good | Satisfactory | Good | 4100 | 94.4 |
July 1996 | Fair | Good | Satisfactory | Good | 4100 | 86.0 |
July 1994 | Fair | Satisfactory | Satisfactory | Good | 3100 | 87.5 |
June 1992 | Fair | Good | Satisfactory | Good | 3100 | 87.5 |
May 1990 | Fair | Good | Satisfactory | Good | 3100 | 87.5 |
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 |
Reinforced Concrete Girder/Beam | linear ft. | 364 | 336 | 0 | 28 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 2,130 | 2,109 | 12 | 9 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 201 | 191 | 10 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 64 | 64 | 0 | 0 | 0 |