IH 30 N FR over DENTON CREEK
Map
Coordinates:
+33.16263, -95.2382233°09'45" N, 95°14'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IH 30 N FR over DENTON CREEK |
Structure number: | 010810061002017 |
Location: | 0.2 MI W OF SH 37 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 90.9 ft. [27.7 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.6 ft. [7.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1963 |
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: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 330 [as of 2013] |
Truck traffic: | 28% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 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: | 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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 86.8 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $5,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Fair | Satisfactory | Satisfactory | Good | 330 | 86.8 |
January 2015 | Fair | Satisfactory | Satisfactory | Good | 160 | 91.2 |
April 2013 | Fair | Satisfactory | Satisfactory | Good | 160 | 92.2 |
May 2011 | Good | Good | Good | Good | 150 | 92.2 |
May 2009 | Good | Good | Good | Good | 350 | 87.8 |
April 2007 | Good | Good | Good | Good | 2260 | 76.7 |
April 2005 | Good | Good | Good | Good | 2210 | 76.7 |
June 2003 | Good | Good | Good | Good | 2030 | 77.8 |
May 2001 | Good | Good | Good | Good | 2241 | 78.7 |
May 1999 | Good | Good | Good | Good | 230 | 89.5 |
June 1997 | Good | Good | Good | Good | 8120 | 75.0 |
May 1995 | Good | Good | Good | Good | 370 | 85.0 |
March 1993 | Good | Good | Good | Good | 280 | 70.5 |
December 1990 | Good | Very Good | Very Good | Good | 250 | 75.6 |