US 385 over Draw
Map
Coordinates:
+35.12277, -102.4008335°07'22" N, 102°24'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 385 over Draw |
Structure number: | 040590022604021 |
Location: | 1.9 Mi N of FM 2587 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 4.9 ft. [1.5 m] |
Total length: | 24.0 ft. [7.3 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 87.3 ft. [26.6 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1969 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,410 [as of 2013] |
Truck traffic: | 52% of total traffic |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
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: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 95.9 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
November 2018 | Good | 7 out of 10 | 2410 | 95.9 |
November 2016 | Good | 7 out of 10 | 2410 | 95.9 |
November 2014 | Good | 7 out of 10 | 1650 | 96.2 |
November 2012 | Good | 7 out of 10 | 1650 | 96.2 |
February 2011 | Good | 7 out of 10 | 2100 | 96.0 |
February 2009 | Good | 7 out of 10 | 2000 | 96.1 |
February 2007 | Good | 7 out of 10 | 2100 | 97.0 |
February 2005 | Good | 7 out of 10 | 2100 | 97.0 |
April 2003 | Good | 7 out of 10 | 2200 | 86.7 |
May 2001 | Good | 8 out of 10 | 2300 | 86.6 |
March 1999 | Good | 8 out of 10 | 2100 | 86.7 |
April 1997 | Good | 8 out of 10 | 1750 | 86.9 |
April 1995 | Good | 8 out of 10 | 1750 | 87.0 |
April 1993 | Good | 8 out of 10 | 1650 | 87.0 |
April 1991 | Good | 8 out of 10 | 1250 | 94.5 |