RM 853 over DRY DRAW
Map
Coordinates:
+31.37238, -100.8021331°22'21" N, 100°48'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RM 853 over DRY DRAW |
Structure number: | 071190055504019 |
Location: | 4.7 MI N OF US 67 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 7.9 ft. [2.4 m] |
Total length: | 24.0 ft. [7.3 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 43.0 ft. [13.1 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1936 |
Year reconstructed: | 2011 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Number of main spans: | 2 |
Main spans material: | Masonry [8] |
Main spans design: | Culvert [19] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 410 [as of 2013] |
Truck traffic: | 15% of total traffic |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
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: | 74.7 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $1,000 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
May 2018 | Fair | 6 out of 10 | 410 | 74.7 |
June 2016 | Fair | 6 out of 10 | 410 | 74.5 |
June 2014 | Fair | 6 out of 10 | 120 | 80.0 |
June 2012 | Fair | 6 out of 10 | 120 | 80.0 |
June 2010 | Fair | 6 out of 10 | 140 | 74.8 |
July 2008 | Fair | 6 out of 10 | 170 | 74.8 |
August 2006 | Fair | 6 out of 10 | 220 | 73.5 |
November 2004 | Fair | 6 out of 10 | 150 | 75.2 |
August 2002 | Fair | 6 out of 10 | 150 | 75.2 |
August 1998 | Fair | 6 out of 10 | 150 | 75.2 |
October 1996 | Fair | 6 out of 10 | 110 | 88.2 |
September 1994 | Good | 8 out of 10 | 100 | 88.2 |
June 1990 | Good | 7 out of 10 | 120 | 83.6 |