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FM 580 over BEE CAVE CREEK

Map

Coordinates:
+31.10366, -98.54681
31°06'13" N, 98°32'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM 580 over BEE CAVE CREEK
Structure number:232060023114133
Location:1.85 MI NW OF FM 501
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:45.9 ft. [14.0 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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: October 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:160 [as of 2013]
Truck traffic:12% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:97.9

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
October 2015Fair6 out of 1016097.9
October 2011Good7 out of 1019095.9
September 2009Good7 out of 1024095.9
November 2005Fair6 out of 1028097.8
September 2001Good7 out of 1025099.8
October 1999Fair6 out of 1021099.9
February 1996Fair6 out of 1024099.9
February 1992Good8 out of 1019096.9
September 1988Good9 out of 1028096.8