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COUNTY RD 120 over MID BR OF SQUAW CR
Map
Coordinates:
+40.23320, -95.20198
40°13'60" N, 95°12'07" W
+40.23320, -95.20198
40°13'60" N, 95°12'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY RD 120 over MID BR OF SQUAW CR |
| Structure number: | 14009 |
| Old structure number: | 0540008 044 (from 1992 edition) |
| Location: | S 29 T 63 N R 38 W |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 44.0 ft. [13.4 m] |
| Total length: | 65.0 ft. [19.8 m] |
| Roadway width between curbs: | 14.1 ft. [4.3 m] |
| Deck width edge-to-edge: | 14.1 ft. [4.3 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1930 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Main span material: | Steel [3] |
| Main span design: | Girder and floorbeam system [03] |
| Deck type: | Wood or Timber [8] |
Latest Available Inspection: November 2017
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 5 [as of 2017] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Serious [3 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: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Channel protection: | Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Sufficiency rating: | 26.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $296,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| November 2017 | Poor | Very Good | Good | Serious | 5 | 26.0 |
| February 2016 | Poor | Fair | Good | Serious | 5 | 25.0 |
| February 2014 | Poor | Fair | Good | Serious | 5 | 25.0 |
| February 2012 | Fair | Satisfactory | Good | Good | 5 | 33.0 |
| April 2010 | Fair | Satisfactory | Good | Good | 5 | 33.0 |
| January 2008 | Fair | Satisfactory | Good | Good | 5 | 33.0 |
| January 2006 | Fair | Satisfactory | Good | Fair | 5 | 26.0 |
| January 2004 | Fair | Satisfactory | Good | Satisfactory | 5 | 33.0 |
| December 2001 | Fair | Satisfactory | Good | Satisfactory | 5 | 33.0 |
| January 2000 | Fair | Good | Good | Satisfactory | 5 | 33.0 |
| February 1998 | Good | Good | Good | Good | 5 | 33.0 |
| February 1990 | Good | Good | Good | Good | 5 | 32.0 |
© 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/1274888
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1274888