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SR 226/DEEP CREEK over JACK CREEK

Map 

Coordinates:
+41.49333, -116.10000
41°29'36" N, 116°05'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 226/DEEP CREEK over JACK CREEK
Structure number:B 639
Location:JACK CREEK
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:14.1 ft. [4.3 m]
Total length:32.2 ft. [9.8 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1956
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: August 2016 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:150 [as of 2014]
Truck traffic:12% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
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:51.3 tons [46.6 metric tons]
Inventory rating:30.8 tons [28.0 metric tons]
Sufficiency rating:63.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$158,000

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
August 201663.8Poor4 out of 10SD150
August 201563.8Poor4 out of 10SD150
August 201464.3Poor4 out of 10SD100
August 201291.6Fair6 out of 10-100
August 201060.7Poor4 out of 10SD100
August 200863.6Poor4 out of 10SD100
August 200664.4Poor4 out of 10SD45
August 200464.3Poor4 out of 10SD50
September 200264.4Poor4 out of 10SD45
August 200080.5Fair5 out of 10-45
September 199880.5Fair5 out of 10-45
August 199680.5Fair5 out of 10-50
August 199480.5Fair5 out of 10-60
September 199280.5Fair5 out of 10-60
August 199064.4Poor4 out of 10SD55