IH 10 N FR over RUSH DITCH
Map
Coordinates:
+29.82611, -94.4458329°49'34" N, 94°26'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IH 10 N FR over RUSH DITCH |
Structure number: | 200360050803116 |
Location: | 2.2 MI E OF FM 1410 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 128.0 ft. [39.0 m] |
Roadway width between curbs: | 25.6 ft. [7.8 m] |
Deck width edge-to-edge: | 29.2 ft. [8.9 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1958 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 5 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 230 [as of 2013] |
Truck traffic: | 23% of total traffic |
Deck condition: | Satisfactory [6 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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: | 94.6 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $9,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 230 | 94.6 |
May 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 230 | 93.4 |
May 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 240 | 94.4 |
June 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 240 | 96.0 |
June 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 280 | 91.7 |
June 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 350 | 91.7 |
July 2006 | Fair | Satisfactory | Satisfactory | Good | 4210 | 75.2 |
April 2005 | Good | Good | Very Good | Good | 4210 | 77.2 |
June 2003 | Good | Good | Very Good | Good | 3760 | 78.1 |
June 2001 | Good | Good | Very Good | Good | 3999 | 78.1 |
June 1999 | Good | Good | Very Good | Good | 100 | 97.5 |
June 1997 | Good | Good | Very Good | Good | 15010 | 76.7 |
June 1994 | Good | Good | Very Good | Good | 350 | 92.5 |
September 1991 | Good | Good | Very Good | Good | 310 | 87.1 |