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FM 1090 over BARTON DITCH

Map

Coordinates:
+28.62335, -96.63375
28°37'24" N, 96°38'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM 1090 over BARTON DITCH
Structure number:130290051503013
Location:0.23 MI S OF SH 35
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:23.0 ft. [7.0 m]
Roadway width between curbs:62.0 ft. [18.9 m]
Deck width edge-to-edge:71.9 ft. [21.9 m]
Skew angle:15°
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:2
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:Fair
Status:Open, no restriction [A]
Average daily traffic:7,730 [as of 2013]
Truck traffic:4% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:85.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
December 2016Fair6 out of 10773085.0
December 2014Fair6 out of 10780085.0
December 2012Fair6 out of 10780085.0
December 2010Good7 out of 10930085.2
December 2008Good7 out of 10940096.1
October 2007Good7 out of 101000096.1
January 2005Good7 out of 101100096.0
February 2001Good7 out of 101050096.0
April 1997Good7 out of 10920096.1
April 1995Good7 out of 10980081.1
February 1993Good7 out of 10900081.2
March 1991Good7 out of 10940081.1