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WHITE LANE over KERN ISLAND CANAL

Map

Coordinates:
+35.31601, -119.02105
35°18'58" N, 119°01'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WHITE LANE over KERN ISLAND CANAL
Structure number:50C0153
Location:EAST OF SOUTH 'H' ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:8.9 ft. [2.7 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:81.4 ft. [24.8 m]
Deck width edge-to-edge:102.7 ft. [31.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1964
Year reconstructed:1984
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:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:26,300 [as of 2005]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:85.4

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2017Good7 out of 102630085.4
November 2015Good8 out of 102630085.4
December 2011Good8 out of 102630093.3
December 2007Good8 out of 102630093.3
November 2005Good8 out of 102630093.3
April 2003Good7 out of 101640094.7
April 2001Good7 out of 101640094.7
May 1999Good7 out of 101640093.6
April 1996Fair6 out of 101640090.4
June 1994Fair6 out of 101640090.4
April 1992Fair6 out of 101640090.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.606606000
Wearing Surfacessq. ft.2041720320
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1414000