FM 1090 over DRAW
Map
Coordinates:
+28.63159, -96.6405928°37'54" N, 96°38'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FM 1090 over DRAW |
Structure number: | 130290051503022 |
Location: | 2.15 MI S OF FM 3084 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 6.9 ft. [2.1 m] |
Total length: | 23.0 ft. [7.0 m] |
Roadway width between curbs: | 52.2 ft. [15.9 m] |
Deck width edge-to-edge: | 76.1 ft. [23.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1971 |
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: December 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,220 [as of 2013] |
Truck traffic: | 4% of total traffic |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
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: | 80.3 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
December 2016 | Good | 7 out of 10 | 6220 | 80.3 |
December 2012 | Good | 7 out of 10 | 5000 | 84.2 |
December 2008 | Good | 7 out of 10 | 5400 | 84.2 |
January 2005 | Good | 7 out of 10 | 5200 | 84.2 |
February 2001 | Good | 7 out of 10 | 5000 | 84.2 |
April 1997 | Good | 7 out of 10 | 4000 | 84.3 |
March 1995 | Good | 7 out of 10 | 3600 | 82.7 |
February 1993 | Good | 7 out of 10 | 3800 | 82.7 |
March 1991 | Good | 7 out of 10 | 3200 | 94.8 |