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STATE ROUTE 49 over SIX MILE CREEK

Map 

Coordinates:
+38.05944, -120.53611
38°03'34" N, 120°32'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STATE ROUTE 49 over SIX MILE CREEK
Structure number:30 0020
Location:10-CAL-049-6.51
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:32.2 ft. [9.8 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:31.5 ft. [9.6 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1940
Year reconstructed:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,100 [as of 2009]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:38.2 tons [34.7 metric tons]
Inventory rating:22.8 tons [20.7 metric tons]
Sufficiency rating:66.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$178,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201566.5GoodVery GoodVery GoodVery GoodFO9100
June 201366.5GoodGoodGoodGoodFO9100
June 201166.5GoodGoodGoodGoodFO9100
June 200970.8GoodGoodGoodGoodFO5350
May 200772.4GoodGoodGoodGood-5350
May 200576.1GoodGoodGoodGood-8350
April 200465.9GoodGoodGoodGoodFO8350
May 200265.9GoodGoodGoodGoodFO8350
May 199965.4GoodGoodGoodGoodFO5010
March 199766.4GoodGoodGoodGoodFO5010
February 199563.2GoodVery GoodVery GoodVery GoodFO4700
May 199363.4GoodVery GoodVery GoodVery GoodFO3600
September 199163.4GoodVery GoodVery GoodVery GoodFO3600