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FAS 1480 CH 36 over LITTLE KICKAPOO CR
Map
Coordinates:
+40.38581, -88.95105
40°23'09" N, 88°57'04" W
+40.38581, -88.95105
40°23'09" N, 88°57'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | FAS 1480 CH 36 over LITTLE KICKAPOO CR |
| Structure number: | 057552900000000 |
| Old structure number: | 000057552919077 (from 1992 edition) |
| Location: | 5.0 MI N HEYWORTH |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 38.1 ft. [11.6 m] |
| Total length: | 100.1 ft. [30.5 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 29.5 ft. [9.0 m] |
| Skew angle: | 15° |
| Owner: | County Highway Agency [02] |
| 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: | 3 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: April 2016
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 750 [as of 2015] |
| Truck traffic: | 8% of total traffic |
| Deck condition: | Good [7 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 96.8 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2016 | Good | Good | Good | Good | 750 | 96.8 |
| April 2012 | Good | Very Good | Very Good | Very Good | 500 | 97.9 |
| April 2008 | Good | Very Good | Very Good | Good | 500 | 98.9 |
| March 2004 | Good | Very Good | Very Good | Good | 400 | 99.9 |
| February 2000 | Good | Very Good | Very Good | Good | 400 | 99.9 |
| 2000 | Good | Very Good | Very Good | Good | 400 | 99.9 |
| September 1995 | Good | Very Good | Very Good | Very Good | 200 | 100.0 |
| June 1993 | Good | Very Good | Very Good | Very Good | 200 | 100.0 |
| July 1991 | Good | Excellent | Excellent | Excellent | 209 | 100.0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1151143
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1151143