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SR 780 & BENEVA RD over PHILLIPPI CREEK

Map

Coordinates:
+27.33750, -82.49694
27°20'15" N, 82°29'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SR 780 & BENEVA RD over PHILLIPPI CREEK
Structure number:170069
Location:BENEVA ROAD & SR 780
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:14.4 ft. [4.4 m]
Total length:30.2 ft. [9.2 m]
Skew angle:29°
Owner:State Highway Agency [01]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:52,500 [as of 2015]
Truck traffic:5% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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]
Inventory rating:62.9 tons [57.2 metric tons]
Sufficiency rating:75.0

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
January 201775.0Fair6 out of 10-52500
January 201575.9Fair6 out of 10-47500
January 201376.6Fair6 out of 10-43500
January 201176.4Good7 out of 10-44500
January 200975.6Good7 out of 10-49000
January 200775.6Good7 out of 10-49500
January 200585.0Good7 out of 10-50000
January 200385.0Good7 out of 10-52500
November 200185.0Good7 out of 10-48000
November 199985.0Good7 out of 10-38000
December 199766.0Good7 out of 10FO38000
July 199566.0Good7 out of 10FO41000
September 199374.4Good7 out of 10-16608
October 199174.4Good7 out of 10-16608