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FM 2686 over DRAW

Map

Coordinates:
+26.69164, -98.83099
26°41'30" N, 98°49'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM 2686 over DRAW
Structure number:212140269303002
Location:1.20 MI E OF FM 649
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:7.9 ft. [2.4 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:38.4 ft. [11.7 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: April 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:250 [as of 2013]
Truck traffic:24% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present desirable criteria [8]
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:97.2

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2017Good7 out of 1025097.2
April 2013Good7 out of 1018097.4
June 2009Good7 out of 1048095.6
June 2005Good7 out of 1043095.7
July 2001Good7 out of 1026097.2
September 1997Good8 out of 1029097.1
September 1995Good8 out of 1016097.5
May 1993Good7 out of 1021097.3
December 1988Good8 out of 1023094.6