RM 2084 over DRAW
Map
Coordinates:
+30.92827, -100.3226230°55'42" N, 100°19'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RM 2084 over DRAW |
Structure number: | 072070192302005 |
Location: | 3.30 MI N OF US 190 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 7.9 ft. [2.4 m] |
Total length: | 73.2 ft. [22.3 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 35.4 ft. [10.8 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1960 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 6 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 2013] |
Truck traffic: | 14% of total traffic |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
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: | 96.9 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
July 2018 | Good | 7 out of 10 | 100 | 96.9 |
July 2016 | Good | 7 out of 10 | 100 | 96.9 |
July 2014 | Good | 7 out of 10 | 150 | 96.8 |
July 2012 | Good | 7 out of 10 | 150 | 96.8 |
July 2010 | Good | 7 out of 10 | 100 | 97.0 |
July 2006 | Good | 7 out of 10 | 120 | 97.0 |
June 2002 | Good | 7 out of 10 | 100 | 97.0 |
September 1998 | Good | 7 out of 10 | 140 | 97.0 |
August 1996 | Good | 7 out of 10 | 140 | 97.0 |
October 1994 | Good | 7 out of 10 | 150 | 97.0 |
July 1990 | Good | 8 out of 10 | 150 | 92.1 |