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BERRYHILL ROAD over BRIAR CREEK TRIBUTARY

Map

Coordinates:
+35.22917, -80.87778
35°13'45" N, 80°52'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:BERRYHILL ROAD over BRIAR CREEK TRIBUTARY
Structure number:000000001191164
Location:0.1MI.S.JCT.FREEDOM DRIVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:8.9 ft. [2.7 m]
Total length:22.0 ft. [6.7 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:2009
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:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:2,200 [as of 2012]
Truck traffic:7% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:45.9 tons [41.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:71.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
May 201671.7Poor4 out of 10-2200
May 201471.7Poor4 out of 10-2200
May 201296.9Good7 out of 10-1000
May 201099.9Fair6 out of 10-1000
August 200899.9Fair6 out of 10-1000