1502C over MUDDY BOGGY CREEK
Map
Coordinates:
+34.71458, -96.2398134°42'52" N, 96°14'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 1502C over MUDDY BOGGY CREEK |
Structure number: | 202960000000000 |
Location: | 1.5 S & 3.4 W OF PARKER |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 85.0 ft. [25.9 m] |
Total length: | 167.7 ft. [51.1 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1982 |
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: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 190 [as of 2016] |
Truck traffic: | 15% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 86.8 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $644,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Good | Good | Fair | 190 | 86.8 |
July 2016 | Fair | Good | Good | Fair | 190 | 86.8 |
July 2014 | Fair | Good | Good | Fair | 190 | 86.8 |
July 2012 | Fair | Good | Good | Fair | 190 | 86.8 |
September 2010 | Fair | Good | Good | Fair | 190 | 86.8 |
September 2008 | Fair | Good | Very Good | Fair | 190 | 86.8 |
August 2006 | Good | Good | Very Good | Good | 100 | 95.9 |
July 2004 | Good | Good | Very Good | Good | 100 | 95.9 |
July 2002 | Good | Good | Very Good | Good | 100 | 95.9 |
August 2000 | Good | Good | Very Good | Good | 100 | 95.9 |
April 1998 | Good | Good | Very Good | Good | 100 | 95.9 |
April 1996 | Good | Good | Excellent | Good | 100 | 95.9 |
March 1994 | Good | Very Good | Very Good | Good | 100 | 96.9 |
April 1992 | Good | Good | Good | Good | 100 | 98.9 |