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FM 2687 over Draw

Map

Coordinates:
+26.81951, -99.06050
26°49'10" N, 99°03'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM 2687 over Draw
Structure number:212530253001003
Location:4.7 Mi E of US 83
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:7.9 ft. [2.4 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:37.4 ft. [11.4 m]
Owner:State Highway Agency [01]
Year built:1962
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:400 [as of 2013]
Truck traffic:25% 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:96.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2017Good7 out of 1040096.0
April 2015Fair6 out of 1040096.0
April 2013Good7 out of 1032096.1
May 2011Fair5 out of 1064084.1
May 2009Fair6 out of 1076095.1
May 2005Good7 out of 1061095.4
July 2001Good7 out of 1061095.4
July 1999Good7 out of 1075095.1
October 1995Good7 out of 1065095.3
April 1993Good7 out of 1046095.8
December 1988Good8 out of 1035095.9