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COUNTY RD 399 over MILL CR
Map
Coordinates:
+39.89980, -94.92295
39°53'59" N, 94°55'23" W
+39.89980, -94.92295
39°53'59" N, 94°55'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY RD 399 over MILL CR |
| Structure number: | 23266 |
| Old structure number: | 3990006 002 (from 1992 edition) |
| Location: | S 27 T 59 N R 36 W |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 69.9 ft. [21.3 m] |
| Total length: | 70.9 ft. [21.6 m] |
| Roadway width between curbs: | 18.0 ft. [5.5 m] |
| Deck width edge-to-edge: | 19.4 ft. [5.9 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1925 |
| 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: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 30 [as of 2016] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| 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 minimum criteria [6] |
| 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: | 42.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $326,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2018 | Poor | Satisfactory | Poor | Good | 30 | 42.3 |
| January 2016 | Poor | Satisfactory | Poor | Good | 30 | 39.0 |
| March 2014 | Fair | Satisfactory | Fair | Good | 30 | 49.3 |
| February 2012 | Fair | Satisfactory | Fair | Good | 30 | 49.3 |
| March 2010 | Fair | Satisfactory | Fair | Good | 30 | 49.3 |
| March 2008 | Fair | Satisfactory | Fair | Good | 30 | 49.3 |
| January 2006 | Fair | Satisfactory | Satisfactory | Good | 30 | 54.3 |
| February 2004 | Fair | Satisfactory | Satisfactory | Good | 30 | 54.3 |
| January 2002 | Fair | Good | Satisfactory | Good | 30 | 54.3 |
| December 1999 | Fair | Good | Satisfactory | Good | 30 | 54.3 |
| March 1998 | Fair | Good | Satisfactory | Very Good | 30 | 54.3 |
| March 1990 | Good | Good | Very Good | Good | 30 | 51.3 |
© 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/1283106
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1283106