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FM 368 over PANTHER CREEK

Map

Coordinates:
+33.75720, -98.68778
33°45'26" N, 98°41'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM 368 over PANTHER CREEK
Structure number:030050080403007
Location:4.25 MI S OF US 277
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:6.9 ft. [2.1 m]
Total length:37.1 ft. [11.3 m]
Roadway width between curbs:25.6 ft. [7.8 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:State Highway Agency [01]
Year built:1951
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:5
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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:510 [as of 2013]
Truck traffic:16% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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: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:88.6

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
December 2017Fair6 out of 1051088.6
December 2015Fair6 out of 1051088.6
December 2013Fair6 out of 1039082.2
January 2012Fair6 out of 1050067.6
December 2009Fair6 out of 1031069.0
December 2007Fair6 out of 1050066.3
November 2005Fair6 out of 1045066.4
November 2003Fair6 out of 1051065.1
November 2001Fair6 out of 1046066.2
November 1999Fair6 out of 1044075.8
November 1997Fair6 out of 1046075.7
November 1995Good7 out of 1052082.2
December 1993Good7 out of 1051082.2
December 1991Good7 out of 1058082.1