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I 5 SB over E96-N5 CON,KLAMATH RIVER

Map

Coordinates:
+41.85667, -122.57167
41°51'24" N, 122°34'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 5 SB over E96-N5 CON,KLAMATH RIVER
Structure number:02 0134L
Location:02-SIS-005-R58.18L
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:121.1 ft. [36.9 m]
Total length:861.9 ft. [262.7 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Vertical clearance below bridge:22.0 ft. [6.7 m]
Owner:State Highway Agency [01]
Year built:1969
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:8
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,300 [as of 2010]
Truck traffic:31% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances 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 minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:49.9 tons [45.4 metric tons]
Inventory rating:28.5 tons [25.9 metric tons]
Sufficiency rating:66.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201666.6FairGoodGoodFair-7300
September 201477.6GoodGoodVery GoodVery Good-7300
September 201284.0FairFairVery GoodGood-7300
November 201085.0FairSatisfactoryVery GoodGood-7300
November 200885.0GoodGoodVery GoodGood-7300
September 200685.0GoodGoodVery GoodGood-7300
August 200485.0GoodGoodVery GoodGood-7300
August 200285.0GoodGoodVery GoodGood-6500
July 200185.0GoodGoodVery GoodGood-6500
August 200085.0GoodGoodVery GoodGood-6500
October 199985.0GoodGoodVery GoodGood-6500
August 199885.0GoodGoodVery GoodGood-6500
March 199785.0GoodGoodVery GoodGood-6500
September 199585.0FairGoodGoodSatisfactory-6850
August 199385.0FairGoodGoodSatisfactory-6650
April 199085.0FairGoodGoodSatisfactory-6650

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,3111,311000
Deck
Reinforced Concrete Decksq. ft.3,2843,06422000
Wearing Surfacessq. ft.3,1262,60105250
Substructure
Reinforced Concrete Pier Walllinear ft.3030000
Reinforced Concrete Abutmentlinear ft.2525000
Steel Pileeach11000
Joints
Strip Seal Jointlinear ft.2424000
Pourable Jointlinear ft.2424000
Bearings
Elastomeric Bearingeach2525000
Bridge Rail
Other Material Bridge Raillinear ft.5255032200