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STATE ROUTE 263 over DRY GULCH

Map

Coordinates:
+41.80167, -122.59667
41°48'06" N, 122°35'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:STATE ROUTE 263 over DRY GULCH
Structure number:02 0012
Location:02-SIS-263-54.51
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:200.1 ft. [61.0 m]
Total length:345.2 ft. [105.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1929
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 13.5 / HS 15 [3]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,200 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry 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:Basically intolerable requiring high priority of corrrective action [3]
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 (including piles) on dry land well above flood water elevations. [9]
Operating rating:52.8 tons [48.0 metric tons]
Inventory rating:31.7 tons [28.8 metric tons]
Sufficiency rating:75.2
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,480,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201575.2GoodGoodGoodGoodFO1200
September 201363.8FairSatisfactoryFairGoodFO1200
September 201163.8FairSatisfactoryFairGoodFO1200
November 200962.1FairSatisfactoryFairGoodFO1200
September 200756.9PoorSeriousFairGoodSD1200
October 200556.9PoorSeriousFairGoodSD1200
May 200462.1FairGoodFairGoodFO1200
August 200162.1FairSatisfactoryFairGoodFO1200
August 199962.1FairGoodFairGoodFO1200
July 199873.5FairGoodSatisfactoryGoodFO1200
August 199673.5FairGoodSatisfactoryGoodFO1200
August 199472.2FairFairSatisfactoryGoodFO1200
October 199272.1FairFairSatisfactoryGoodFO1300
October 199072.1FairFairSatisfactoryGoodFO1300