N3770 over CREEK
Map
Coordinates:
+34.43803, -96.3023934°26'17" N, 96°18'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | N3770 over CREEK |
Structure number: | 192830000000000 |
Location: | 2.0S & 3.0E OF OLNEY |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 9.8 ft. [3.0 m] |
Total length: | 21.0 ft. [6.4 m] |
Roadway width between curbs: | 26.9 ft. [8.2 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1977 |
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] |
Latest Available Inspection: March 2018
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: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
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: | 44.7 |
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 |
---|
March 2018 | Poor | 3 out of 10 | 100 | 44.7 |
March 2016 | Fair | 6 out of 10 | 100 | 97.0 |
March 2014 | Fair | 6 out of 10 | 100 | 97.0 |
March 2012 | Fair | 6 out of 10 | 100 | 97.0 |
June 2010 | Fair | 6 out of 10 | 100 | 97.0 |
June 2008 | Fair | 6 out of 10 | 100 | 97.0 |
June 2006 | Fair | 6 out of 10 | 100 | 97.0 |
August 2004 | Fair | 6 out of 10 | 100 | 97.0 |
July 2002 | Good | 8 out of 10 | 100 | 97.0 |
August 2000 | Good | 8 out of 10 | 100 | 97.0 |
April 1998 | Good | 8 out of 10 | 100 | 97.0 |
April 1996 | Good | 7 out of 10 | 100 | 97.0 |
March 1994 | Good | 7 out of 10 | 100 | 96.9 |
April 1992 | Good | 8 out of 10 | 100 | 97.0 |