1536C over CREEK
Map
Coordinates:
+34.63627, -96.1665034°38'11" N, 96°09'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 1536C over CREEK |
Structure number: | 252630000000000 |
Location: | 3.2 N & 2 W OF CAIRO |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 29.9 ft. [9.1 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1997 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 100 [as of 2016] |
Truck traffic: | 15% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 58.3 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $265,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Satisfactory | Fair | Fair | 100 | 58.3 |
July 2016 | Fair | Satisfactory | Fair | Fair | 100 | 57.3 |
July 2014 | Fair | Satisfactory | Fair | Fair | 100 | 57.3 |
July 2012 | Fair | Satisfactory | Fair | Fair | 100 | 65.4 |
September 2010 | Fair | Satisfactory | Fair | Fair | 100 | 65.4 |
September 2008 | Fair | Satisfactory | Fair | Fair | 100 | 65.4 |
August 2006 | Fair | Satisfactory | Fair | Satisfactory | 100 | 71.7 |
July 2004 | Fair | Good | Fair | Satisfactory | 100 | 73.7 |
July 2002 | Fair | Good | Fair | Fair | 100 | 47.4 |
August 2000 | Fair | Good | Fair | Fair | 100 | 54.3 |
April 1998 | Fair | Very Good | Satisfactory | Very Good | 100 | 49.3 |