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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 2015 

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]
Evaluation:Structurally deficient [1]
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. ratingEvaluationDeckSuper.Sub.ADT
August 201563.8Structurally deficient---150
August 201464.3Structurally deficient---100
August 201291.6Not deficient---100
August 201060.7Structurally deficient---100
August 200863.6Structurally deficient---100
August 200664.4Structurally deficient---45
August 200464.3Structurally deficient---50
September 200264.4Structurally deficient---45
August 200080.5Not deficient---45
September 199880.5Not deficient---45
August 199680.5Not deficient---50
August 199480.5Not deficient---60
September 199280.5Not deficient---60
August 199064.4Structurally deficient---55