I-74 EB over SUGAR CREEK
Map
Coordinates:
+40.07615, -86.8889540°04'34" N, 86°53'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-74 EB over SUGAR CREEK |
Structure number: | 044120 |
Location: | 00.83 E US 231 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 84.0 ft. [25.6 m] |
Total length: | 395.0 ft. [120.4 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 36.4 ft. [11.1 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1964 |
Year reconstructed: | 1986 |
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: | 5 |
Main spans material: | Steel continuous [4] |
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: October 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 7,250 [as of 2010] |
Truck traffic: | 45% of total traffic |
Deck condition: | Poor [4 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 74.1 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $3,184,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Poor | Poor | Satisfactory | Good | 7250 | 74.1 |
October 2017 | Poor | Poor | Satisfactory | Good | 7250 | 74.1 |
October 2016 | Poor | Poor | Satisfactory | Good | 7250 | 74.1 |
November 2015 | Poor | Poor | Satisfactory | Good | 7250 | 74.1 |
September 2014 | Poor | Poor | Satisfactory | Satisfactory | 7250 | 74.1 |
February 2013 | Poor | Poor | Good | Satisfactory | 7250 | 74.1 |
March 2011 | Poor | Poor | Satisfactory | Satisfactory | 7470 | 74.1 |
March 2009 | Poor | Poor | Satisfactory | Satisfactory | 7645 | 74.1 |
March 2007 | Poor | Poor | Satisfactory | Satisfactory | 7645 | 74.5 |
March 2005 | Poor | Poor | Satisfactory | Satisfactory | 7645 | 74.5 |
March 2003 | Fair | Fair | Satisfactory | Good | 7495 | 76.6 |
March 2001 | Fair | Satisfactory | Satisfactory | Good | 7495 | 77.6 |
February 1999 | Fair | Satisfactory | Satisfactory | Good | 6450 | 77.2 |
February 1997 | Fair | Satisfactory | Fair | Good | 6450 | 66.1 |
February 1995 | Fair | Satisfactory | Fair | Good | 6300 | 66.3 |
February 1993 | Fair | Satisfactory | Fair | Good | 6300 | 66.3 |
April 1991 | Fair | Satisfactory | Satisfactory | Good | 6300 | 82.4 |
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. | 2,744 | 1,372 | 1,372 | 0 | 0 |
Steel Protective Coating | sq. ft. | 24,655 | 19,724 | 4,931 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 14,393 | 14,128 | 265 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,184 | 1,058 | 116 | 10 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 164 | 164 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 80 | 68 | 10 | 2 | 0 |
Joints |
Strip Seal Joint | linear ft. | 39 | 0 | 0 | 0 | 39 |
Compression Joint | linear ft. | 39 | 0 | 0 | 0 | 39 |
Bearings |
Movable Bearing | each | 35 | 0 | 21 | 14 | 0 |
Fixed Bearing | each | 7 | 7 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 792 | 762 | 0 | 30 | 0 |