FAI 155 NB over SUGAR CREEK
Map
Coordinates:
+40.21372, -89.4489840°12'49" N, 89°26'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | FAI 155 NB over SUGAR CREEK |
Structure number: | 054007300000000 |
Old structure number: | 000054007321469 (from 1992 edition) |
Location: | 3M NW I-55/I-155 INT |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 83.0 ft. [25.3 m] |
Total length: | 573.2 ft. [174.7 m] |
Roadway width between curbs: | 38.7 ft. [11.8 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1986 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 7 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: July 2015
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,625 [as of 2015] |
Truck traffic: | 39% of total traffic |
Deck condition: | Satisfactory [6 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: | Superior to present desirable criteria [9] |
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 assessed or calculated scour condition. [5] |
Operating rating: | 98.0 tons [89.1 metric tons] |
Inventory rating: | 48.8 tons [44.4 metric tons] |
Sufficiency rating: | 92.5 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
July 2015 | 92.5 | Fair | Satisfactory | Satisfactory | Good | - | 4625 |
July 2013 | 92.6 | Fair | Good | Satisfactory | Very Good | - | 4450 |
July 2011 | 92.8 | Fair | Good | Satisfactory | Very Good | - | 4775 |
July 2009 | 92.8 | Fair | Good | Satisfactory | Very Good | - | 4800 |
July 2007 | 92.8 | Fair | Good | Satisfactory | Very Good | - | 4700 |
July 2005 | 92.8 | Fair | Good | Satisfactory | Very Good | - | 4350 |
July 2003 | 92.8 | Fair | Good | Satisfactory | Very Good | - | 5000 |
July 2001 | 75.0 | Fair | Very Good | Satisfactory | Very Good | - | 4850 |
July 1999 | 75.0 | Fair | Very Good | Satisfactory | Very Good | - | 4700 |
July 1997 | 75.0 | Fair | Very Good | Satisfactory | Very Good | - | 3850 |
August 1995 | 75.0 | Fair | Very Good | Satisfactory | Very Good | - | 3850 |
September 1993 | 75.0 | Fair | Very Good | Satisfactory | Very Good | - | 3050 |
September 1991 | 75.0 | Good | Excellent | Excellent | Excellent | - | 5700 |