N4480 over CREEK
Map
Coordinates:
+35.97969, -95.0291735°58'47" N, 95°01'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | N4480 over CREEK |
Structure number: | 248140000000000 |
Location: | 3.5 N & 3.5 W OF TAHLEQUA |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 13.5 ft. [4.1 m] |
Total length: | 64.3 ft. [19.6 m] |
Roadway width between curbs: | 24.9 ft. [7.6 m] |
Deck width edge-to-edge: | 24.9 ft. [7.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 1989 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 5 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 100 [as of 2016] |
Truck traffic: | 10% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Poor [4 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 minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 40.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $400,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Poor | Satisfactory | Satisfactory | Poor | 100 | 40.9 |
September 2015 | Fair | Satisfactory | Satisfactory | Fair | 100 | 48.4 |
October 2013 | Fair | Satisfactory | Satisfactory | Very Good | 100 | 62.5 |
September 2011 | Fair | Satisfactory | Satisfactory | Very Good | 100 | 62.5 |
November 2009 | Fair | Satisfactory | Satisfactory | Good | 100 | 62.5 |
June 2007 | Fair | Satisfactory | Satisfactory | Good | 100 | 62.5 |
April 2005 | Fair | Satisfactory | Satisfactory | Good | 100 | 62.3 |
April 2003 | Fair | Satisfactory | Satisfactory | Good | 100 | 62.3 |
April 2001 | Fair | Satisfactory | Satisfactory | Good | 100 | 62.3 |