E FR RD OF I-155 over S FK PRAIRIE CREEK
Map
Coordinates:
+40.30445, -89.4528640°18'16" N, 89°27'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | E FR RD OF I-155 over S FK PRAIRIE CREEK |
Structure number: | 054202600000000 |
Old structure number: | 000054202627200 (from 1992 edition) |
Location: | .2M S US 136 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 13.5 ft. [4.1 m] |
Total length: | 43.0 ft. [13.1 m] |
Skew angle: | 28° |
Owner: | State Highway Agency [01] |
Year built: | 1990 |
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: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: June 2015
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 850 [as of 2011] |
Truck traffic: | 18% of total traffic |
Structural appraisal: | Equal to present desirable criteria [8] |
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] |
Culvert condition: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Operating rating: | 84.2 tons [76.5 metric tons] |
Inventory rating: | 50.6 tons [46.0 metric tons] |
Sufficiency rating: | 99.9 |
Previous Inspections
Date | Suff. Rating | Condition | Culvert Condition | SD/FO | ADT |
---|
June 2015 | 99.9 | Good | 8 out of 10 | - | 850 |
June 2011 | 100.0 | Good | 8 out of 10 | - | 850 |
June 2007 | 100.0 | Good | 8 out of 10 | - | 650 |
June 2003 | 100.0 | Good | 8 out of 10 | - | 750 |
June 1999 | 97.8 | Good | 8 out of 10 | - | 4600 |
July 1995 | 97.7 | Good | 8 out of 10 | - | 3750 |
July 1993 | 97.7 | Good | 8 out of 10 | - | 3550 |