1534C over PEACH CREEK
Map
Coordinates:
+34.61826, -96.3477934°37'06" N, 96°20'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 1534C over PEACH CREEK |
Structure number: | 051100000000000 |
Old structure number: | 15N3744E1650003 (from 1992 edition) |
Location: | .7 MI N CENTRAHONA |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 9.8 ft. [3.0 m] |
Total length: | 25.9 ft. [7.9 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1937 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 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: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 84.7 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $225,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Good | Satisfactory | Satisfactory | 100 | 84.7 |
March 2016 | Good | Good | Good | Good | 100 | 75.7 |
March 2014 | Good | Good | Good | Good | 100 | 75.7 |
March 2012 | Good | Good | Good | Good | 100 | 75.7 |
June 2010 | Fair | Fair | Good | Good | 100 | 74.7 |
June 2008 | Fair | Fair | Good | Good | 100 | 74.7 |
June 2006 | Fair | Fair | Good | Good | 100 | 74.7 |
August 2004 | Fair | Fair | Good | Good | 100 | 74.7 |
June 2002 | Fair | Fair | Satisfactory | Fair | 100 | 64.7 |
August 2000 | Fair | Fair | Satisfactory | Fair | 100 | 51.4 |
April 1998 | Fair | Fair | Satisfactory | Fair | 100 | 51.4 |
April 1996 | Poor | Fair | Satisfactory | Poor | 100 | 40.9 |
March 1994 | Good | Good | Good | Good | 100 | 69.4 |
March 1992 | Good | - | - | - | 100 | 68.4 |