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IRR BIA RTE 3 over OAK DRAW
Map
Coordinates:
+33.17928, -110.20547
33°10'45" N, 110°12'20" W
+33.17928, -110.20547
33°10'45" N, 110°12'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | IRR BIA RTE 3 over OAK DRAW |
| Structure number: | 00000000000H194 |
| Location: | 36.3 KM E OF COOLIDGE DAM |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 32.2 ft. [9.8 m] |
| Total length: | 151.6 ft. [46.2 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 23.0 ft. [7.0 m] |
| Owner: | Bureau of Indian Affairs [62] |
| Year built: | 1929 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 5 |
| Main spans material: | Concrete [1] |
| Main spans design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2016
| Good/Fair/Poor Condition: | Poor |
| Status: | Bridge closed to all traffic [K] |
| Average daily traffic: | 120 [as of 2016] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Imminent Failure [1 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Basically intolerable requiring high priority of replacement [2] |
| 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 assessed or calculated scour condition. [5] |
| Sufficiency rating: | 21.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $2,000,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2016 | Poor | Satisfactory | Imminent Failure | Satisfactory | 120 | 21.4 |
| October 2014 | Poor | Satisfactory | Imminent Failure | Satisfactory | 120 | 19.1 |
| January 2012 | Poor | Satisfactory | Critical | Satisfactory | 120 | 19.1 |
| December 2009 | Poor | Satisfactory | Serious | Satisfactory | 120 | 19.1 |
| June 2008 | Poor | Fair | Serious | Satisfactory | 120 | 17.4 |
| June 2005 | Poor | Fair | Serious | Satisfactory | 120 | 20.8 |
| March 2003 | Poor | Poor | Serious | Satisfactory | 120 | 17.7 |
| November 2001 | Poor | Poor | Serious | Satisfactory | 120 | 17.7 |
| November 1997 | Poor | Poor | Fair | Good | 120 | 53.4 |
| August 1995 | Good | Very Good | Good | Good | 119 | 66.0 |
| November 1993 | Good | Good | Good | Good | 280 | 67.0 |
© 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/1030134
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1030134