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INTERSTATE 5 over CUDDY CREEK

Map

Coordinates:
+34.82389, -118.87509
34°49'26" N, 118°52'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:INTERSTATE 5 over CUDDY CREEK
Structure number:50 0048
Location:06-KER-005-R0.55
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:33.1 ft. [10.1 m]
Total length:132.6 ft. [40.4 m]
Roadway width between curbs:159.5 ft. [48.6 m]
Deck width edge-to-edge:164.7 ft. [50.2 m]
Skew angle:36°
Owner:State Highway Agency [01]
Year built:1951
Year reconstructed:1997
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:4
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
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: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:69,000 [as of 2009]
Truck traffic:25% 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:Superior to present desirable criteria [9]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:88.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017GoodGoodGoodGood6900088.5
May 2015GoodGoodGoodVery Good6900088.5
May 2013PoorCriticalFairSatisfactory6900070.9
June 2011PoorImminent FailurePoorSatisfactory6900052.4
May 2009PoorImminent FailurePoorSatisfactory6600052.9
May 2007PoorImminent FailurePoorSatisfactory6600052.9
October 2004PoorImminent FailurePoorFair6600052.9
October 2002PoorCriticalPoorFair2395061.3
November 2001PoorCriticalPoorFair2395061.3
January 2001PoorCriticalPoorFair2395061.3
January 1999PoorSeriousPoorGood2395061.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach5454000
Reinforced Concrete Abutmentlinear ft.116109610
Reinforced Concrete Pier Caplinear ft.3434000
Joints
Pourable Jointlinear ft.6160100
Compression Jointlinear ft.6160100
Bearings
Elastomeric Bearingeach1010000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1211011640
Deck
Reinforced Concrete Slabsq. ft.2,0281,91910720
Wearing Surfacessq. ft.1,9651,965000