IH 30 S FR over WEBB CREEK
Map
Coordinates:
+33.12689, -95.7489333°07'37" N, 95°44'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IH 30 S FR over WEBB CREEK |
Structure number: | 011130000909167 |
Location: | 6.6 MI E HUNT CO LINE |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 100.1 ft. [30.5 m] |
Roadway width between curbs: | 23.3 ft. [7.1 m] |
Deck width edge-to-edge: | 25.3 ft. [7.7 m] |
Skew angle: | 45° |
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 13.5 / H 15 [2] |
Number of main spans: | 4 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 540 [as of 2013] |
Truck traffic: | 31% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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: | 87.4 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $6,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2016 | Good | Good | Good | Good | 540 | 87.4 |
January 2015 | Good | Good | Good | Good | 390 | 87.5 |
May 2013 | Good | Good | Good | Good | 390 | 86.5 |
June 2011 | Good | Good | Good | Good | 440 | 84.5 |
June 2009 | Good | Good | Good | Good | 290 | 84.5 |
June 2007 | Good | Good | Good | Good | 2820 | 77.7 |
July 2005 | Good | Good | Good | Good | 2530 | 77.7 |
July 2003 | Good | Good | Good | Good | 2460 | 77.7 |
June 2001 | Good | Good | Good | Good | 2419 | 77.7 |
May 1999 | Good | Good | Good | Good | 470 | 85.9 |
July 1997 | Good | Good | Good | Good | 9380 | 76.9 |
January 1996 | Good | Good | Good | Good | 9380 | 76.9 |
May 1994 | Good | Good | Good | Good | 270 | 74.8 |
April 1992 | Good | Very Good | Good | Good | 220 | 76.6 |
March 1990 | Good | Very Good | Good | Good | 270 | 71.5 |