SR 62,MAIN ST over OVER SANDY CREEK TRIB
Map
Coordinates:
+41.34842, -80.0586541°20'54" N, 80°03'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 62,MAIN ST over OVER SANDY CREEK TRIB |
Structure number: | 000000000025725 |
Old structure number: | 430062067027350 (from 1992 edition) |
Location: | SANDY LAKE TOWNSHIP |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 24.0 ft. [7.3 m] |
Total length: | 25.9 ft. [7.9 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1923 |
Year reconstructed: | 1949 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2015
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,544 [as of 2014] |
Truck traffic: | 7% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 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 minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Operating rating: | 75.8 tons [68.9 metric tons] |
Inventory rating: | 43.9 tons [39.9 metric tons] |
Sufficiency rating: | 97.6 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
April 2015 | 97.6 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 1544 |
April 2013 | 70.4 | Poor | Satisfactory | Poor | Satisfactory | SD | 1544 |
April 2011 | 69.1 | Poor | Satisfactory | Poor | Satisfactory | SD | 2158 |
April 2009 | 70.1 | Poor | Satisfactory | Poor | Satisfactory | SD | 2202 |
April 2007 | 70.0 | Poor | Satisfactory | Poor | Satisfactory | SD | 2321 |
April 2005 | 70.1 | Poor | Satisfactory | Poor | Satisfactory | SD | 2271 |
April 2003 | 69.0 | Poor | Satisfactory | Poor | Satisfactory | SD | 2486 |
April 2001 | 82.2 | Fair | Satisfactory | Fair | Satisfactory | - | 2425 |
April 1999 | 82.2 | Fair | Satisfactory | Fair | Satisfactory | - | 2425 |
April 1997 | 83.9 | Fair | Satisfactory | Fair | Satisfactory | - | 3283 |
March 1995 | 90.9 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 3106 |
March 1993 | 79.5 | Fair | Satisfactory | Fair | Satisfactory | - | 3743 |
April 1991 | 79.6 | Fair | Satisfactory | Satisfactory | Fair | - | 3668 |
Element Data
Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element | Units | Quantity | 1. Good | 2. Fair | 3. Poor | 4. Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 213 | 1 | 190 | 18 | 4 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 1,147 | 1,136 | 11 | 0 | 0 |
Wearing Surfaces | sq. ft. | 991 | 991 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 70 | 66 | 4 | 0 | 0 |
Masonry Abutment | linear ft. | 33 | 0 | 33 | 0 | 0 |
Bearings |
Movable Bearing | each | 18 | 18 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 52 | 47 | 5 | 0 | 0 |