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E1917 over CREEK
Map
Coordinates:
+34.23461, -96.78080
34°14'05" N, 96°46'51" W
+34.23461, -96.78080
34°14'05" N, 96°46'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | E1917 over CREEK |
| Structure number: | 108080000000000 |
| Location: | .4 S & 1.7 W OF RAVIA |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 21.7 ft. [6.6 m] |
| Roadway width between curbs: | 24.3 ft. [7.4 m] |
| Deck width edge-to-edge: | 27.6 ft. [8.4 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1948 |
| 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: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
| Good/Fair/Poor Condition: | Poor |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 100 [as of 2016] |
| Truck traffic: | 10% of total traffic |
| Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Culvert condition: | Any condition described in Code 4 but which is excessive in scope. Severe movement or differential setlement of the segments or loss of fill. Holes may exist in walls or slabs. Integral wingwalls nearly severed from culvert. Severe scour or erosion at curtain walls, wingwalls or pipes. Metal culverts have extreme distortion and delection in one section, extensive corrosion, or deep pitting with scattered perforations. [3] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Sufficiency rating: | 41.0 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $225,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| May 2017 | Poor | 3 out of 10 | 100 | 41.0 |
| August 2015 | Poor | 3 out of 10 | 100 | 53.0 |
| September 2013 | Poor | 3 out of 10 | 100 | 53.0 |
| September 2011 | Poor | 3 out of 10 | 100 | 53.0 |
| December 2009 | Fair | 5 out of 10 | 100 | 86.0 |
| November 2007 | Fair | 5 out of 10 | 100 | 86.0 |
| August 2005 | Fair | 6 out of 10 | 100 | 97.0 |
| October 2003 | Fair | 6 out of 10 | 100 | 97.0 |
| November 2002 | Fair | 6 out of 10 | 100 | 97.0 |
| March 2000 | Fair | 6 out of 10 | 100 | 97.0 |
| February 1998 | Fair | 6 out of 10 | 100 | 97.0 |
| February 1996 | Fair | 5 out of 10 | 100 | 86.0 |
| February 1994 | Good | 7 out of 10 | 100 | 97.0 |
| February 1992 | Good | 7 out of 10 | 100 | 97.0 |
© 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/1431265
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1431265