I-75 SB over WCL RR SPUR & TONE RD
Map
Coordinates:
+46.27606, -84.5068246°16'34" N, 84°30'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-75 SB over WCL RR SPUR & TONE RD |
Structure number: | 000000000001575 |
Old structure number: | 17117033000R012 (from 1992 edition) |
Location: | 8.4 MI S OF M-28 |
Purpose: | Carries highway over highway and railroad |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 71.9 ft. [21.9 m] |
Total length: | 249.0 ft. [75.9 m] |
Roadway width between curbs: | 39.4 ft. [12.0 m] |
Deck width edge-to-edge: | 43.6 ft. [13.3 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Skew angle: | 21° |
Owner: | State Highway Agency [01] |
Year built: | 1962 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 4 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,994 [as of 2007] |
Truck traffic: | 9% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
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: | 90.7 |
Recommended work: | Bridge deck replacement with only incidental widening. [37] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Good | Good | 1994 | 90.7 |
June 2016 | Fair | Satisfactory | Good | Good | 1994 | 90.7 |
June 2014 | Fair | Satisfactory | Good | Good | 1994 | 90.7 |
June 2012 | Fair | Satisfactory | Good | Good | 1994 | 90.7 |
June 2010 | Fair | Satisfactory | Good | Good | 1994 | 90.7 |
June 2008 | Fair | Satisfactory | Good | Good | 1994 | 90.7 |
June 2006 | Fair | Satisfactory | Good | Good | 2733 | 90.2 |
October 2005 | Fair | Satisfactory | Good | Satisfactory | 2733 | 90.2 |
June 2004 | Fair | Fair | Good | Satisfactory | 5500 | 87.4 |
June 2002 | Fair | Fair | Good | Satisfactory | 5500 | 87.4 |
June 2000 | Fair | Satisfactory | Good | Satisfactory | 5500 | 88.4 |
October 1998 | Fair | Satisfactory | Very Good | Satisfactory | 5500 | 93.6 |
September 1996 | Fair | Fair | Very Good | Satisfactory | 5500 | 87.3 |
October 1994 | Fair | Satisfactory | Very Good | Satisfactory | 1700 | 90.9 |
September 1992 | Fair | Satisfactory | Very Good | Satisfactory | 1700 | 90.9 |
October 1990 | Fair | Satisfactory | Very Good | Satisfactory | 1700 | 90.9 |
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 |
Steel Girder/Beam | linear ft. | 4,482 | 4,458 | 24 | 0 | 0 |
Steel Protective Coating | sq. ft. | 32,000 | 30,400 | 1,600 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 21,800 | 18,094 | 2,616 | 1,090 | 0 |
Wearing Surfaces | sq. ft. | 21,800 | 21,800 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 24 | 14 | 10 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 5,600 | 5,040 | 560 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 220 | 208 | 12 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 880 | 836 | 44 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 100 | 88 | 12 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 300 | 270 | 30 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 2,400 | 2,280 | 120 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 288 | 248 | 40 | 0 | 0 |
Pourable Joint | linear ft. | 192 | 0 | 192 | 0 | 0 |
Bearings |
Movable Bearing | each | 72 | 72 | 0 | 0 | 0 |
Fixed Bearing | each | 72 | 72 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 996 | 832 | 120 | 40 | 4 |
Concrete Protective Coating | sq. ft. | 7,000 | 5,600 | 1,400 | 0 | 0 |