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COUNTY RD 80 over WHITE CLOUD CR
Map
Coordinates:
+40.12773, -94.85291
40°07'40" N, 94°51'10" W
+40.12773, -94.85291
40°07'40" N, 94°51'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY RD 80 over WHITE CLOUD CR |
| Structure number: | 14954 |
| Old structure number: | 08000091 002 (from 1992 edition) |
| Location: | S 33 T 62 N R 35 W |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 89.9 ft. [27.4 m] |
| Total length: | 90.9 ft. [27.7 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 26.6 ft. [8.1 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1930 |
| Year reconstructed: | 1988 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: January 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 15 [as of 2016] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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: | 47.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $402,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2018 | Fair | Satisfactory | Fair | Satisfactory | 15 | 47.0 |
| January 2016 | Fair | Satisfactory | Fair | Satisfactory | 15 | 47.0 |
| March 2014 | Fair | Good | Fair | Good | 15 | 47.0 |
| February 2012 | Fair | Very Good | Satisfactory | Good | 15 | 52.0 |
| February 2010 | Fair | Very Good | Satisfactory | Good | 15 | 52.0 |
| February 2008 | Fair | Very Good | Satisfactory | Good | 15 | 52.0 |
| January 2006 | Fair | Very Good | Satisfactory | Good | 15 | 52.0 |
| February 2004 | Fair | Very Good | Satisfactory | Good | 15 | 52.0 |
| January 2002 | Fair | Very Good | Satisfactory | Good | 15 | 52.0 |
| December 1999 | Fair | Very Good | Satisfactory | Good | 15 | 52.0 |
| March 1998 | Poor | Very Good | Serious | Good | 15 | 41.0 |
| January 1996 | Good | Very Good | Good | Very Good | 15 | 45.3 |
| February 1994 | Good | Excellent | Good | Excellent | 15 | 42.3 |
| February 1992 | Good | Excellent | Good | Excellent | 15 | 42.3 |
© 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/1275736
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1275736