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FM 2691 over PICOSA CREEK

Map

Coordinates:
+28.72721, -100.05193
28°43'38" N, 100°03'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM 2691 over PICOSA CREEK
Structure number:222540193702004
Location:6.1 MI NW OF FM 393
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:9.8 ft. [3.0 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:27.2 ft. [8.3 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: November 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:130 [as of 2013]
Truck traffic:16% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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: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:86.9

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2018Fair6 out of 1013086.9
November 2016Fair6 out of 1013086.7
November 2014Fair6 out of 1011083.9
December 2012Fair6 out of 1011083.9
December 2008Fair6 out of 106085.4
November 2004Fair6 out of 108085.2
November 2000Fair6 out of 105085.5
December 1998Good7 out of 108089.2
October 1996Good7 out of 107088.3
May 1994Good8 out of 107085.4