US 380 over RATTLESNAKE DRAW
Map
Coordinates:
+33.16315, -100.8870133°09'47" N, 100°53'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 380 over RATTLESNAKE DRAW |
Structure number: | 081320029802003 |
Location: | 1.6 MI E OF FM 1081 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 9.8 ft. [3.0 m] |
Total length: | 22.0 ft. [6.7 m] |
Roadway width between curbs: | 35.4 ft. [10.8 m] |
Deck width edge-to-edge: | 47.2 ft. [14.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1927 |
Year reconstructed: | 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: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 710 [as of 2013] |
Truck traffic: | 20% of total traffic |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
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] |
Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 74.8 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
May 2017 | Fair | 6 out of 10 | 710 | 74.8 |
May 2015 | Fair | 6 out of 10 | 710 | 75.1 |
June 2013 | Fair | 6 out of 10 | 670 | 75.2 |
May 2011 | Fair | 6 out of 10 | 800 | 76.0 |
May 2009 | Fair | 6 out of 10 | 700 | 77.3 |
April 2007 | Fair | 6 out of 10 | 690 | 75.3 |
May 2005 | Fair | 6 out of 10 | 580 | 73.1 |
April 2003 | Fair | 6 out of 10 | 620 | 72.7 |
April 2001 | Good | 7 out of 10 | 610 | 70.7 |
March 1999 | Good | 7 out of 10 | 680 | 70.4 |
June 1997 | Good | 7 out of 10 | 580 | 70.9 |
August 1995 | Good | 7 out of 10 | 590 | 78.6 |
February 1993 | Good | 7 out of 10 | 900 | 77.2 |
November 1990 | Good | 7 out of 10 | 700 | 77.1 |